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Specifications (2) !� COREONE CORE ONE CONSULTING US LTD. 506 Second Avenue,Suite 1512 U S A Seattle,Washington 98104 Structural Analysis Report RECEIVED AT&T — LTE 6C / 5G NR / 4TXRX / 4TX4RX MAY 2 2 2019 March 1,2019 CITY OF TIGARD BUILDING DIVISION Site Name TIGARD Site Number PR35 FA# 10094146 PTN# 3898A0K0JB/9898A0K0J1/3898A0K0J0/3898A0K0GY/ 3898A0KOGY Pace# MRWOR037102/MRWOR036935/MRWOR036933/ MRWOR037046/MRWOR037107 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 Rooftop Structural Usage Ratio 81.5% Overall Result Pass Notes Assumed (2) 2x12 wood joists 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. �d PROF. f,rR � s e. •3895PE OREGON / 1 \r�� ffCL/ -NEL EXPIRES: 12/31/20 1u355)703.2195 ®...ttdoWorrvwnnrnnuatmgcon, , wwJw.coreoneconsulting.com March 1, 2019 Page 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 proposed carriers mount 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 conED, Phone: (778) 805-2166 URA www.coreoneconsulting.com March 1, 2019 Paye 1 3 INTRODUCTION At the request of AT&T, CORE ONE CONSULTING USA has performed a structural analysis on the existing antenna mount supporting structure. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The roof joists was analyzed using Risa3D version 17.0.2. Supporting Documentation RFDS AT&T RFDS ID:2013032 V1.00, dated 11/13/18 Photos FDH Velocitel Site#PR35, 02/28/19 Previous Analysis JBE Job#15024.14, Dated 03/01/16 Analysis Code Requirements Wind Speed 93 mph (3-Second Gust,V,asd)/ 120 mph (3-Second Gust, Vult) Wind Speed w/ice 30 mph (3-Second Gust) w/1" Ice 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. Alexander Bazeley 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 Alex.bazeley@coreoneconsultants.com I info@coreoneconsulting.com Core One Consulting USA LCOREDNE Phone: (778) 805-2166 t E A www.coreoneconsulting.com March 1, 2019 Page 14 Existing and Reserved Loading Configuration Mount Rad. Vert. Mount CL(ft) HT(ft) 0/S Qty. Appurtenance Coax Carrier (ft) Type 2 Powerwave P65-17-XLH-RR 1 Kathrein 80010766 3 CCI DPA-65R-BUUUU-H8 3 Kathrein 80010765 2 Powerwave LGP 21401 4 Andrew ETB19GB-12UB 44.0 44.0 0.0 3 Alcatel Lucent 2x40W-07L Ballast (6) 7/8 AT&T 3 Alcatel Lucent RRH2x60-1900A-4R (3) %, 3 Alcatel Lucent RRH2x60-850 3 Alcatel Lucent RRH2x40-AWS+RDEM 3 Alcatel Lucent RRH4x25-WCS-4R 3 Raycap FC12-PC6-10E 9 Raycap DC2-48-60-0-9E Equipment to be removed Mount Rad. Vert. Mount CL(ft) HT(ft) 0/S Qty. Appurtenance Coax Carrier (ft) Type 2 Powerwave P65-17-XLH-RR 1 Kathrein 80010766 3 Kathrein 80010765 2 Powerwave LGP 21401 44.0 44.0 0.0 4 Andrew ETB19GB-12UB -- -- AT&T 3 Alcatel Lucent 2x40W-07L 3 Alcatel Lucent RRH2x60-1900A-4R 3 Alcatel Lucent RRH2x60-850 3 Alcatel Lucent RRH2x40-AWS+RDEM Core One Consulting USA CORED Phone: (778) 805-2166 f r ' � IJRA www.coreoneconsulting.com March 1, 2019 ;: K 5 Proposed Loading Configuration Mount Rad. Vert. Mount CL(ft) HT(ft) 0/S Qty. Appurtenance Coax Carrier (ft) Type 6 ACE XXQLH-654L4H8-iVT 3 Nokia B12/B14 Airscale Dualband RRH 44.0 44.0 0.0 3 Nokia AirScale Dual RRH 4T4R B25/66 -- AT&T 3 Nokia AirScale Dual RRH 4T4R B5 160W AHCA Final Loading Configuration Mount Rad. Vert. Mount CL(ft) HT(ft) 0/S Qty. Appurtenance Coax Carrier (ft) Type 6 ACE XXQLH-654L4H8-iVT* 3 CCI DPA-65R-BUUUU-H8 3 Nokia B12/B14 Airscale Dualband RRH 3 Nokia AirScale Dual RRH 4T4R B25/66 44.0 44.0 0.0 3 Nokia AirScale Dual RRH 4T4R 85 Ballast �3)jg AT&T 160W AHCA 3 Alcatel Lucent RRH4x25-WCS-4R 3 Raycap FC12-PC6-10E 9 Raycap DC2-48-60-0-9E *3'Separation from another antenna Structure Usages Summary Roof Joists* 81.5% Pass RATING= 81.5% Pass *Assumed to be(2)2x12 roof joists. Core One Consulting USA to- ACORE NJ E Phone: (778) 805-2166 I J RA www.coreoneconsulting.com . Site Name PR35 Client Velocitel Carrier AT&T Date 3/1/2019 Wind Loading Inputs: Design Wind Velocity: ' 120 ultimate 3-second gust Exposure Category: 8 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 0.35 Wind Force Seismic Force Appurtenance Name Total Quantity Weight(lbs) F-Norm(lbs) F-Perp(lbs) F-Norm(lbs) F-Perp(lbs) ACE_XXQLH-654L4H8-IVT 3 94.8 468.3 217.6 32.8 32.8 ACE_XXQLH-654L4H8-IVT 3 94.8 468.3 217.6 32.8 32.8 CCI ANTENNAS_DPA-659-BUUUU-H8 3 69.0 348.2 204.1 23.9 23.9 Airscale Dual 4T4R 825/66_ 3 86.0 100.6 63.9 29.8 29,8 Airscale Dual 4T4R B12/14_ 3 101.4 100.6 63.9 35.1 35.1 Airscale Dual RRH 4T4R 85 160 W AHCA 3 36.9 3S.4 18.2 12.8 12.8 ALCATEL LUCENT_RRH4X25-WCS-48 3 91.0 104.8 91.1 31.5 31.5 RAYCAP_FC12-PC6-10E 3 20.4 57.3 23.4 7.0 7.0 RAYCAP_DC2-48-60-0-9E 9 16.0 25.4 15.4 5.5 5.5 March 1,2019 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 2 Longitude: -122.74738 2 S5= 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 F"= 1.58 Response Factor, Rp: 2.5 SM1= 0.666 z= 44.0 ft 5D1= 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,m = 0.3SDSIPWp = 0.216 w p 0.4aS W / (ASCE 7-10 13.3-1) F — P DS P 1+2— = 0.346 wp RP hi Use Fp = 0.346 wp \ p I (ASCE 7-10 13.3-2) Fpn=x =1.6SDS I p p = 1.154 w Core One Consulting USA LITAI COREONE Phone: (778)805-2166 D j't S u L : t N N USA www.coreoneconsulting.com II .Y Z X • ► K • 11,..::"' . i CORE ONE CONSULTIN...I APBI PR32 Mar 1, 2019 at 5:48 PM PR35 roof beams.r3d Y Z X Al _ _ A. 0,...,41 .40' ,..... „A...p.p...., 04r#A? 44 EOM V AL 411 4impl 1 CORE ONE CONSULTIN...I APB 1 PR32 1 Mar 1, 2019 at 10:42 AM 1 I PR35 roof beams.r3d y Section Sets I P2.0 L2x2x4 WOOD1A Z X 46, Alt :tie/ Ogr•NT „40 deo• lei 4r40:4 40 A 416. Kirit o CORE ONE CONSULTIN.. APB PR32 Mar 1, 2019 at 10:45 AM PR35 roof beams.r3d Y ti Z X �74.A 4' '440Aill/c ®i Member Length (in) Displayed CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 10:47 AM PR35 roof beams.r3d ,J yeti Z X A AL II , :0 i .44evy,„,.,,,,.r 0 1• 41; •1.4,00. Ai pi 41441440(9 411L ' .41i si MOW* I CORE ONE CONSULTIN...� APB PR32 Mar 1, 2019 at 10:49 AM 1 PR35 roof beams.r3d y (Code Check (Env) No Calc 4 y >1.0 Z X .90-1.0 .75-.90 • .50-.75 0.-.50 _ Z _ \ ' _ 4 A 0011P:po, 4,4,4:4;; 03, Alk 4.01.14 dePO - 414, _ Member Code Checks Displayed (Enveloped) Results for LC 1, 1.0DL CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 10:50 AM PR35 roof beams.r3d y Shear Check (Env) � No Calci TJ ti >1.0 0,4,12 X .90-1.0 .75-.90 .50-.75 0.-.50 A Ah. i Al.. Zpo 4 _ 4,4,11114:444 ,, e5 , 4 . ../„..,...,....„,, ,ce, 411 re>6V Aik 4 441°A4 /." Alk. • J 416. I Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.0DL CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 10:52 AM i PR35 roof beams.r3d ti X -47.4Ib -34.5Ib V gg -911• -47.4Ib -47. 11tt 187.4 :i- 011 9' � -34.51: °Jt.e `r"�� , ��� :- :::-; .�, .,..-301b/ft , �� I v geb:4 „. 404- 0" 0A% IID° 41 A1°' Loads: BLC 1, Self Weight CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d Y Zf \•X f :titAtikke +� �y tl r :s8 t v!� n: *: iJ I. eta *°54 ofi 3 '3i f +a r3'ay'�tiiC.32.78ps � �, a�6 atm z ��r��• . ...ut..."•3�3Y , { 1 1 1 Loads: BLC 2, Wind Load AZI 000 CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d iii TY Z X -1 ''91b -61.2 lb > . �,4: 4'' , illilt.'S. ,,,..tik,"X:446).0*...; �/ „,.;,0 PP-� / � . ��r sera 43> c / , A F { • A.... '1. ''': ...o,,,iie,e''''''.: **I:v A... 0011100 4 d ,iz 4. a $ , 1VVK { 39 ' r ,Zi A ri.�q'j'+'' -32.78psf• . .., ,,,,,,....,..... Loads: BLC 3, Wind Load AZI 090 CORE ONE CONSULTIN... APB PR32 , Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d .Y X -13.91b 4.28Ib/ft 90.797Ib -18.0231., 281b/ft 4.28Ibt .1431f, 281bfft -13.9Ib -1379 it a .28Ib/ff /14 :.224 - lS.79 \ 0fr pito.. i (► Ai 1$ l�1 � i � !�� ;,1r, O 00 4410 9 � I Loads: BLC 4, Ice Weight CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d TY 1 z x -- �,:11.0 �.;. x N 116. lk :xe i4 •� ! I. 1. h. • -��r a,,4, a8ary .a--4111.' i , a 'te=a bii��'.,++i'?' a I list i I 1 Loads: BLC 5, Wind + Ice Load AZI 000 CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d 4 .Y Z X :ry: -'11,• 41b .,,F. .., -2. ,lb -11.0151' . h iF ' ../...,..i.A.,,,„„ii.4 ,,,,,,,,,,,,,,-. 41000',, .k:...'.•;..:.'.';::::lf:::::::::v.::,,:;:::e:4‘t*.*7.wo:.:::.::::....r4.:.v.wt::4+:• l" FF ."" A. 1 1 5" f`F L. !+� ♦..4:, $F F4 3.95psf 1 • • i Loads: BLC 6, Wind + Ice Load AZI 090 CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:49 PM PR35 roof beams.r3d .Y z x 1011 ii 1� 000 piis 0, ,Ali A A00 A000 INS`' ,-00! :::00000.4•000 . � 0 . A/ 110 r-50Ib e0PO 110 •r At /° 0E Ø 00111e. iIP 40° .0,1 a- maim Loads: BLC 8, Roof Live Load, Lr CORE ONE CONSULTIN... APB PR32 Mar 1, 2019 at 5:50 PM PR35 roof beams.r3d Z X 11)1141 OOP -5011) 40° 4e a'A° .00° .00° 000°0001; 46000 1. el AA ; v Loads: BLC 9, Snow Load,SL CORE ONE CONSULTIN... APB _ I PR32 Mar 1, 2019 at 5:50 PM PR35 roof beams.r3d . . ' ORE ��Eo�Pav N ' Designer :: xCPoo�o�oow��wau� �r1`a me 5:50 PM u �. 4 Job Number : Checked By. Model Name : PR32 Member Primary Data Label I Joint J Joint mJoint notatm�.. aSection/ShaSection/SSection/SSection/Shape�—_- Type Design List Material Design Rules I TN1 N9 N22 P2.0 Beam Single Angie A53 Gr.oTypical 2 M2 N71A N20 P2.0 Beam single Angle AeoGr.g Typical 3 M3 ____ N27 N28 P2.0 ' Beam Single/Angle AsoGr. B Typical 4 M4 N25 N26 P2.0 Beam Single���� Asoe,�� Typical 5 M5 N23 N24 F!2l �a�/ ei»u|e*m�e ��«»o'�o/ Typical 6 K8P1 | N31 N29 P2'0 Beam Single Angle A53 Gr.B Typical 7 MP2 / N34 N32 P2.0 Beam Single Angle A53 Gr.B F Typical 8 _k8P3 N37 N35 P2.0 Beam Single Angle A53 Gr.B Typical 9 MP4 N40 N38 P2.0 Beam Single 53 Gr.B Typical | 10 K818N43 N41P2'0 Beam Single s»Gr.a Typical 11 11 � yN11 | N44 N42 P20 Beam / Single mxm,.a| Typical 12 M12 N71ANS L2x2x4 Beam Single Angle A»«o».uo Typical _ 13 O � _ L2x2x4Bemm amg�«o�� A»ac�.»a Typk�J_| 14 M14 L N11 N13 L2x2x4 Single Angle «36 Gr.36 Typical 15 | M15 N12 N14 / L2x2x4 �Beam anomAngle Gr.36! Typical 16 _ M16 N15 N17 L2x2x4 _ Beam Single Angle A36ck.36 Typical 17 M17 N18 N18 L2x2x4 Beam oinoie*mglo AasGr.ws| Typical _ 18 M18 N19 N21 L2x2x4 Beam Single Angle A36 Gr.36 Typical 19 M19 N20 N22 L2x2x4 _ Beam Single Angie *»*or.uo Typical 20 M20 N45 N46�� 24.5X11.5RSB Beam Rectangular {}F` Typical 21 M21 N47 N48 2-1.5X11.5FSB TBeam Rectangular' DF I Typical 22 M22 yW22 N49 050 2-1.5X11.5FSB Beam Rectangular DF Typical 23 M23 yW23 | N51 N52 2-1.5X11.5FSB Beam Rectangular DF -| T "ioo| _ , 24 M24 N53 N54 2-1.5X11.5PSB Beam Rectangular DF T ^ica|� | v* | M25 N55 N56 2'1.5K11.5F8B Beam � Rectangular; T "ioa| - Wood Section Sets _ Label Shape Type Des ign List Material Design Rules A R-12] lyy[in41 Izz[ln4] J[in4]_ j 2-1.5X11.5F..2-1.5X11.5F.. Beam Rectangular DF Typical 34.5 25.875 380.219 86.497 Wood Desin Parameters Label Shape Length[... le2Unlle1[»0 le-bend uz..le-bend bo.= Kxv Kzz CV Cr vnumw ammm/ 17K820 /2-1.5X11-. 216 24 24 .01 .01 Yes 2 M21 2-1.5X11.... 216 24 24 .01 .01 ______ Ymo 3 M22 2-1»«1� 216 24 24 .01 .01 Yes � | � -� _- 4 M23 2'1ax:1-. 216 24 24 .01 .01 Yes 5 24 2-1.5X/1—. 216 24 Yes��___-_ 1{�] M25 ��.5x11—. 216 24 24 .01.01 lM � Yea Material Takeoff Material pmomou, ^mm We'' LB 1 Hot Rolled Steel � 7 2 8�3G L2X�4' --- 8 � ---872---- 179.9 3 A53 Gr. B | PIPE 2.0 11 1405 406.4 4 Total HR Steel 19 2077 /5863'� 5 , 'TP"' CORE INF Company • Designer : APB: CORE ONE CONSULTING USA Mar 1, 2019 5:50 PM .lidgit 1-3 4 Job Number : Checked By. Model Name : PR32 Material Takeoff(Continued) Material Size Pieces Length[in1 WeightfLBJ 6 Wood 7 DF 2-1.5X11.5FSB 6 1296 905.6 8 Total Wood 6 1296 905.6 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Self Weight DL -1 14 6 4 2 Wind Load AZI 000 I WLZ 14 1 3 Wind Load AZI 090 WLX 14 i 1 4 Ice Weight OL1 141 19 5 Wind+Ice Load AZI. OL2 14 1 6 Wind+Ice Load AZI . OL3 14 1 7 Service Live 1 LL 8 Roof Live Load, Lr RLL 1 6 9 Snow Load,SL SL 6 10 BLC 1 Transient Area.. None 36 11 BLC 2 Transient Area., None 11 12 BLC 3 Transient Area... None 22 .1 Load Combinations Description So..P... S...BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..pLCFac.. 1 I 1.0DL Yesi Y 1 DL 1 1 I I • ME 1.0DL+1.OLL Ins DL 1 LL 1 1. I. 3 1.ODL+1.ORLL to YF. NJ 1 R1-1- 'I 1 ; 1 4 1.0DL+1.0SL DM Y DI..' 1 SLL 1 5 I 1.0DL+1.ORL Yes1y DLI' RL' 1 . , 6 1.0DL+0.75LL+0.75R...2:1 y DLE 1 LL1.75 RI-14.75 t 7 1.0DL+0.75U_+0.755L Yes Y IDLI 1 LL'.75 SL .75 1 I 8 1.0DL+0.75LL+0.75RL Yes Y1 DLT 1 LL .75 RL..1.75 1 9 1.00+0.6W AZI 000 YesIy i DL 1 1.W.-. .6 1 10_j 1.0D+0.6W AZI 090 ra y DL 1 w.d .6 1 El 11 1.0D+0.6W AZI 180 Yes; y , DLI W.. _.6 ' , 12 1.0D+0.6W AZI 0270 ma _ DLi 1W... -.6 rat 0+0.14Sds)D+0.7r...Yes y DL 1.1...ELZ 7 14 (1.0+0.14Sds)D+0.7r...Yes Y DOME= iL , , MN 15 (1.0+0.14Sds)D+0.7r...Yes Y DL1.1•••ELZ -.7 1 16 (1.0+0.14scis)D+0.7r...En DL 1.1...E 1 ...7 --1 1 1 IIII InE11.0D+0.75LL+0.75(0.... DL, 1 ,LL..75 w.. .45 rat.75 18 1.0D+0.75LL+0.75(0....MDL 1 LL .75W.. 45 RLL.75 19 1.0D+0.75LL+0.75(0....Yes y 1DLI 1 LL .75 W..i-.45 RLI_I.75 20 1.0D+0.75LL+0.75(a...Yes 1151 DL! 1 LL .75 W -.45 Rum 21 1.0D+0.75LL+0.75(0....Yes y DL 1 LL'.75 w.. .45 SL .75 22 1.0D+0.75LL+0.75(0....in Y Dt.., 1 LL .75 W.. 45 SL .75 23 1.0D+0.75LL+0.75(0....Yes y DL 1 LL .75 W..-.45SL..75 1 Ell __ 24 1.0D+0.75LL+0.75(0....= Y DL1 LL .75 W..,-.45 SLI.75 1 - 25 1.0D+0.75LL+0.75(0....Yes y DL 1 1 LL,.75 w.. .451RL .75 26 1.00+0 75LL+0.75(0...012 DL 1 pgraza 45 RL .75 Illa MI 27 1.0D+0.75LL+0.75(0....Yes. y ' DL1 LL1.75 w..-.45.RL .75 28 1.0D+0.75LL+075(0... ILYesi y DL 1 LL!.75 w••-.45 RL .75 RISA-3D Version 17.0.2 [CA...1_\...\...\AII\PR35 roof beams.r3d] Page 2 I', CORE 1NE DesignerCompan . APB Company : CORE ONE CONSULTING USA Marl, 2019 5:50 PM Lj 'A Job Number : Checked By Model Name : PR32 - Load Combinations (Continued) Description So..P... S...BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFw..: 29 71.0D+0.75LL+0.75(0. ..Yes _ i Y ' DL 1 LL .75 ELZ.525 SL 75 . 30 1.0D+0.75LL+0.75(0..„yes y 1 DL 1 LL .75 ELX.525 SL .75 31 •1.0D+0.75LL+0.75(0....iYes y ! DL 1 LL .75 ELZ •525SL1.75 1 _ 32 1,1.0D+0.75LL+0.75(0....Yesl.y DL 1 LL .75 ED(-.525 SL .75 33 0.6D+0.6w AZI 000 Yes, y 'DL 1 .6 w.. .6 , - 34 1 0.6D+0.6W AZ1 090 Yes y [ DL .6 W... .6 ____ 35 0.6D+0.6W AZ1180 Yes. y DL' .6 W.. - 6 . . i 36 1 a6D+a6W AZI 270 Yes y DL .6 W... -.6 J 37 (0.6-0.14Sds)D+0.7rh..Yes y : DL.487 ELZ 7 38 (0.6-0.14Sds)D+0.7rh..Yes YT DL.487 ELX .7 f . 39 (0.6-0.14Sds)D+0.7rh..Yes '( DL.487 ELZ; -.7 40 (0.6-0.14Sds)D+0.7rh..Yes y DL.487 ELXI -.7 1 Joint Coordinates and Temperatures Label - Xn] Y Pn] Z[in] Temp[F] Detach From Dia.... 1 N69A 198 154 1 -43 0 2 N70A 198 - 154 120.3125 I 0 3 ' N71A 24 0 96.3125 0 4 N72A -54 154 120.3125 0 r---- N73A 198 0 1 -43 0 6 N74A I 198 0 120.3125 0 7 . N75 -54 0 120.3125 0 8 N8 42 0 96.3125 0 9 11 N9 24 0 12.3125 0 10 1 N10 42 0 12.3125 0 11L N11 75 0 - 96.3125 0 12 N12 93 0 96.3125 0 13 L N13 75 0 12.3125 0 14 1 N14 93 0 12.3125 _ 0 15 N15 . 99 0 96.3125 0 16 N16 117 0 96.3125 0 17 , N17 99 0 12.3125 0 18 N18 117 0 12.3125 0 19 N19 1 150 0 96.3125 l. 0 20 N20 168 0 96.3125 _ 0 F21 N21 150 0 12.3125 0 1r 22 N22 168 0 12.3125 0 23 N23 138 96 96.3125 0 24 _ N24 _ 138 1 0 12.3125 0 _____________ 25 N25 54 96 96.3125 0 26 N26 54 0 12.3125 0 _ 27 N27 I 24 96 96.3125 0 i 28 N28 168 96 96.3125 0 29 N29 27 I 0 96.3125 0 30 N30 27 96 96.3125 0 31 N31 27 144 96.3125 ' 0 I 32 N32 73 0 96.3125 0 33 N33 73 96 96.3125 0 34 N34 73 144 96.3125 0 35 N35 119 0 96.3125 0 RISA-3D Version 17.0.2 [C:\„A_\...\...\AII\PR35 roof beams.r3d] Page 3 , . ' t. CORE )IN E Company : CORE ONE CONSULTING USA Mar 1, 2019 Designer : APB 5:50 PM _dial I---J -- 11 Job Number : Checked By. Model Name : PR32 Joint Coordinates and Temperatures (Continued) Label X fin] Y[in] Z[in] T Femp[ I Detach From Diap... 36] N36 119 96 96.3125 0 37 N37 119 144 96.3125 I 0 38 N38 165 J 0 96.3125 0 39 N39 165 96 96.3125 0 40 N40 165 144 96.3125 0 41 N41 J73 60 96.3125 j 0 42 N42 119 60 96.3125 0 43 N43 j 27 6 96.3125 0 44 N44 J165 6 96.3125 0 45 N45 156 0 120.3125 0 46 . N4.6 156 _.1 0 -95.6875 0 47 N47 _J 132 0 120.3125 0 48 N48 132 0 -95.6875 0 49 N49 J 108 0 120.3125 0 50 N50 108 - 0 -95.6875 0 51 N51 84 0 120.3125 0 52 N52 84 0 -95.6875j 0 53 N53 60 0 120.3125 0 54 NM 60 0 -95.6875 0 55 N55 36 0 120.3125 0 56 N56 36 0 -95.6875 0 57 N57 156 0 12.3125 0 58 N58 132 0 12.3125 0 59 N59 108 L 0 12.3125 0 60 N60 84 0 J 12.3125 0 61 N61 60 0 12.3125 0 62 N62 36 0 12.3125 0 63 N63 156 0 96.3125 0 64 NM 1320 96.3125 0 65 N65 108 . 0 96.3125 0 66 N66 - 84 1 0 96.3125 0 67 , N67 60 0 96.3125 I 0 68 N68 36 0 96.3125 0 Joint Boundary Conditions Joint Label X[k/in] yik/in] Z_Eldin] X Rot[k-ft/rad] Y Rot.[k-ft/ra. Z Rot.k-ft/rad 1 N69A 2 N70A 3 N71A N72A L 5 N73A N74A 7 N75 8I N8 --- * 9 N9 10 N10 11 N11 12 N12 13 N13 14 N14 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 4 . , T CORE -NE Company : CORE ONE CONSULTING USA Mar 1, 2019 - Designer : APB 5:50 PM ....e&,.-\ LI 4 Job Number : Checked By Model Name : PR32 Joint Boundary Conditions (Continued) Joint Label X[kin] Y[k/in] Z[k/inL X Rogk-ft/rad] Y Rot.[k-ft/racl] Z Rotlk-ft/radi 15 N15 16 N16 17 N17 18 N18 19 _ N19 20 N20 21 N21 22 N22 23 N23 24 N24 25 N25 26 N26 27 N27 28 N28 29 N29 30 N30 J 31 N31 32 N32 33 N33 34 N34 35 N35 36 N36 37 N37 38 -1438 39 N39 40 N40 41 N41 42 N42 -I 431 N43 44 N44 45 N45 Reaction Reaction Reaction 46 N46 Reaction Reaction Reaction 47 N47 Reaction Reaction Reaction 48 T N48 Reaction Reaction Reaction 49 N49 Reaction Reaction Reaction 50 N50 Reaction Reaction ._,_ Reaction 51 : N51 Reaction Reaction Reaction 521 N52 Reaction Reaction Reaction 53 N53 Reaction Reaction Reaction 54 N54 Reaction Reaction Reaction 55 1 N55 Reaction Reaction Reaction 56 N56 Reaction Reaction Reaction Member Point Loads (BLC 1 : Self Weight) Member Label Direction Magnitude[100t] LocationfirAN 1 MPI Y -47.4 --1-- 6 2 MP4 Y -47.4 6 3 MP2 Y -34.5 6 4 MP4 Y -43 54 EU MP4 , Y -50.7 54 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 5 \j Company Company : CORE ONE CONSULTING USA Mar 1,2019 Designer : APB 5:50 PM I--J 4 Job Number . Checked By Model Name : PR32 Member Point Loads (BLC 1 : Self Weight) (Continued) Member Label Direction Magnitude[lb,k-ltj Loc,ation[in,%] 6 MP1 Y -8 54 7 MP2 Y -45.5 54 8 MP1 Y -47.4 102 9 MP4 Y -47.4 102 10 MP2 Y -34.5 102 11 MP4 Y -43 r 54 . 12 MP4 V -50.7 54 13 MP1 Y -8 54 14 MP2 Y -45.5 54 Member Point Loads (BLC 2: Wind Load AZ!000) Member Label Direction MAgnituderibwk-k Location[in,%] 1 MP1 Z -140.503 6 2 MP4 Z -140.503 6 3 MP2 Z -104.454 6 4 MP4 Z -30.183 — 54 5 MP4 Z -30.183 54 6 MP1 Z -10.627 54 7 MP2 Z -31.429 54 8 MP1 Z -140.503 102 9 MP4 Z -140.503 102 10 MP2 Z -104.454 102 11 MP4 Z -30.183 54 12 MP4 Z -30.183 54 13 MP1 Z -10.627 54 14 MP2 Z -3 t 429 t 54 Member Point Loads (BLC 3: Wind LoadAZ!090) Member Label Direction Maitnitude[lb,k-it] Location[in,%]_ 1 1 MPI X -65.286 . 6 2 MP4 T X -65.286 6 3 , MP2 X -61.23 6 4 MP4 X -19.157 54 —5 MP4 X -19.157 54 6 MP1 X -5.45 L 54 7 MP2 t X -27.344 54 8 MP1 X -65.286 102 9 MP4 X -65.286 102 10_ MP2 X -.1.23 1!.. 11 MP4 X -19.157 F, 54 12 MP4 X -19.157 54 13 MP1 X -5.45 54 1 14 MP2 X -27.344 54 Member Point Loads (BLC 4: Ice Weight) Member Label Direction - Magnitudellb,k-fll Location[in,°4 1 MP1 Y -13.9 6 2',- MP4 Y -13.9 6 3 MP2 Y -10.797 6 4 I MP4 Y -12.056 54 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 6 . . • 'r"- COREE Company : CORE ONE CONSULTING USA Mar 1, 2019 Designer : APB 5:50 PM _4•11111 LI A Job Number : Checked By. Model Name : PR32 Member Point Loads (BLC 4: Ice Weight) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[inAl 5 MP4 Y -12.056 54 17 MP1 Y -9.012 54 7 MP2 Y -11.571 54 8 MPI Y -13.9 102 9 - MP4 Y -13.9 102 10 MP2 Y -10.797 102 11 MP4 Y -12.056 54 12 MP4 Y -12.056 54 13 MP1 Y -9.012 54 14 1- MP2 Y -11.571 54 Member Point Loads (BLC 5: Wind+ Ice Load AZl 000) Member Label Direction Magnitudejlb,k-ft] Location[in,%] 1 1 MP1 Z -25.253 ,' 6 7 2 MP4 Z -25.253 6 3 MP2 Z -18.774 6 4 MP4 Z -5.425 54 5 MP4 Z -5.425 54 6 MP1 Z -1.891 54 7 MP2 Z -5.649 54 8 MP1 Z - -25.253 102 9 MP4 Z -25.253 102 10 MP2 Z -18.774 102 11 MP4 Z -5.425 54 12 MP4 Z -5.425 54 13 MPI Z -1.891 54 14 MP2 f Z -5.649 54 Member Point Loads (BLC 6: Wind+ Ice Load AZl 090) Member Label Direction Magnitudejlb,k-ft _] Location[in,°41 1 T MP1 ' X 1 -11.734 --- 6 2 MP4 X -11.734 6 3 MP2 X -11.005 6 4 MP4 X -3.443 54 5 1 MP4 X -3.443 54 6 MP1 X -1.057 11 54 7 - MP2 X -4.914 54 8 MP1 X -11.734 102 9 MP4 X -11.734 102 10 MP2 ., .. _ -11.005 102 11 MP4 X -3.443 54 12 MP4 X -3.443 54 13 MPI X -1.057 54 14 MP2 X -4.914 54 Member Distributed Loads (BLC 1 : Self Weight) Member Label Direction_ Start Magniludejlb/ft F,pst] End Magnitudellb/ft,F,psfl Start Location...End Location[i... 1 M20 ' Y -30 -30 0 %100 2 M21 Y -30 -30 0 %100 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 7 , . T._ CORE \IE Company : CORE ONE CONSULTING USA Mar 1,2019 Designer : APB 5:50 PM -dig& Job Number : Checked By. Model Name : PR32 Member Distributed Loads (BLC 1 : Self Weight) (Continued) _ Member Label Direction Start Magnitude[lb/ft,F,psf] End M..nitude HA F .s Start Location...End Local i... P3 M22 Y -30 -30 0 1 %100 4 M23 Y -30 -30 0 %100 5 M24 Y -30 -30 0 %100 6 M25 Y -30 -30 0 %100 Member Distributed Loads (BLC 4:Ice Weight) Member Label Direction Start Magnitudegb/ft,F,psfl End MagnitudeLlb/ft,F,psfl Start Location...End Location[i... 1 M1 Y -4.28 -4.28 0 %100 11 2 M2 Y -4.28 -4.28 0 %100 3 M3 Y -4.28 -4.28 0 %100 4 M4 Y -4.28 -4.28 0 %100 5 M5 Y -4.28 -4.28 0 %100 6 MPI Y -4.28 -4.28 0 %100 7 MP2 Y -4.28 -4.28 0 %100 8 MP3 Y -4.28 -4.28 0 %100 9 MP4 Y -4.28 -4.28 0 %100 10 M10 Y -4.28 -4.28 0 %100 11 M11 Y -4.28 -4.28 0 %100 12 M12 Y -4.85 -4.85 0 %100 13 M13 Y -4.85 -4.85 0 %100 14 M14 Y -4.85 -4.85 0 %100 15 M15 Y -4.85 -4.85 0 %100 16 M16 Y -4.85 -4.85 , 0 %100 17 M17 Y -4.85 -4.85 0 %100 18 M18 Y -4.85 -4.85 0 %100 19 M19 Y -4.85 -4.85 0 %100 Member Distributed Loads (BLC 8:Roof Live Load, Lr) Member Label Direction Start Magnitudejlb/fLF,psfl End MaAnitude[lb/ftFgefl Start Location .End Location11... 1 M20 Y -50 -50 0 %100 2 M21 Y -50 -50 0 %100 3 M22 Y -50 -50 0 %100 4 M23 Y -50 -50 0 %100 5 M24 Y -50 -50 0 %100 6 M25 Y -50 -50 1 o %100 Member Distributed Loads (BLC 9•Snow Load,SL) Member Label Direction Start Magnitudellbfit,F,psfl End Magnitude[lb/ft,F,pst] Start Location...End Location[i... 1 M20 Y . -50 -50 0 %100 -2 M21- -- Y---- -50 -50 0 %100 3 M22 Y -50 -50 0 %100 ii M23 Y -50 -50 I 0 %100 5 M24 Y -50 -50 0 %100 6 M25 Y -50 -50 0 %100 Member Distributed Loads (BLC 10 :BLC 1 Transient Area Loads) Member Label Direction Start Macinitudeflblft,F,Psfl End Magnitude[ib/ft,F,pst] Start Location...End Location[i... 1 M1 Y -10.219 L -4.302 0 14.4 -*2 M1 Y 4.302 .323 14.4 288 3 M2 Y -10.207 -4.299 0 14.4 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beam s.r3d] Page 8 17 (����(�}NJ Company : CORE ONE CONSULTING USA Mar 1, 2019 1`l L 1 Designer APB 5:50 PM Li A Job Number Checked By Model Name : PR32 Member Distributed Loads (BLC 10 :BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Ma.nitude lb/ft F .. End Magnitudeflb/R,F,psfl Start Location...End Location[i... 4 M2 Y.__ -4.299 .322 14.4 28.8 5 M12 -- __ --- 1 __........ Y -11.153 -17.637 0 16.8 6 M12 _ Y -17.637 -20.246 16.8 _ 33.6 7 M12 Y -20.246 -20.245 33.6 50.4 8T_ M12 Y -20.245 -17.641 50.4 67.2 9 J M12 Y -17.641 -11.168 67.2 84 10 M13 Y -8 -8 - 3 81 ; Y 11 i M25 -.15 -10.138 0 25.92 12 M25 Y -10.138 -20.722 25.92 51.84 13 ' M25 Y -20.722 -22.219 51.84 77.76 14 M25Y -22.219 -11.635 77.76 103.68 15 , M25 Y -11.635 -.15 103.68 129.6 16 M14 Y -12 -12 3.553e-15 84 17 M15 Y -12 -12 0 84 18 M23 Y -24 -24 24 108 19 M16 Y -12 -12 0 • 84 20 M17 Y -12 -12 7.105e-15 84 21 M22 Y -_-- -24 -24 24 108 22 M1_.._.: Y .323 -4.302 115.2 129.6____ 23 M1 Y -4.302 -10.219 129.6 144 24 M2 Y .322 _ -4.299 115.2 129.6 25 M2 Y --------...._-- -4.299 -10.207 129.6 144 26 M18 __ Y -8 _ -8 . 3 81 27 M19 Y -11.155 -17.634 6, 0 16.8 28 M19 Y -17.634 -20.237 _ 16.8 33.6 29 M19__ Y -20.237 -20.239 33.6....._.- 50.4 30 M19 Y -20.239 -17.642 50.4 67.2 31 --- M19.... Y -17.642 -11.167 67.2 84 32 M20 Y -.15 _ -10.139 0 25.92 33 M20 Y -10.139 -20.729 25.92 51.84 34 _ M20 Y -20.729 -22.223 51.84 77.76 35 M20Y -22.223 -11.634 77.76 103.68 36 _ _ M20 1_ Y �_..........._.- 11.634 _.15.. _._.__.. 103.68 __-129.6_.._._:. Member Distributed Loads (BLC 11 :BLC 2 Transient Area Loads) Member Label Direction Start Magnitude_Qb/ft,F,psf] _ End Ma�nitudellblft,F,psfj Start Location...End Locationli._. M1 Z -6.488 -6.488 0 144 2 f M2 Z -6.488 -6.488 0 144 3 M3 Z -6.488 -6.488 0 144 4 M4 Z -4.882 -4.882 0 127.562 5 M5 Z -4.882 -4.882 0 127.562 6 MP1 Z -6.488 -6.488 0 144 1 7 ! MP2 _ Z -6.488 -6.488 0 144 8 MP3 Z -6.488 -6.488 0 144 9......! MP4 Z -6.488 -6.488 0 144 f10 M10 Z -6.488 -6.488 0 70.937 11 _ M11 _ Z 6..488 -6.488 0 ...._. 70.937 Member Distributed Loads (BLC 12 :BLC 3 Transient Area Loads) Member Label Direction Start Magnitude[Ib/ft,F,psf] End Magnitude[lbtft,F,psf] Start Location...End Locabonfi... M4 I_..... X 1 -6.488 1 6.488 I 0-- _-_ _....__127 562..... RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 9 ,s, 714 CURE01 Company : CORE ONE CONSULTING USA Mar 1,2019 Designer : APB 5:50 PM _Aiwa Job Number : Checked By. Model Name : PR32 Member Distributed Loads (BLC 12 :BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[ib/ft F ... End Magnitude[lb/fLF,psfj Start Location...End Location[ . 2 M5 X -6.488 -6.488 0 1 127.562 3 MP1 X -6.488 -6.488 0 , 144 4 MP2 X -6.488 -6.488 0 L 144 5 MP3 X -6.488 -6.488 0 144 6 MP4 X -6.488 -6.488 0 J 144 7 M10 X -4.939 -4.939 0 70.937 8 M11 X -4.939 -4.939 0 70.937 9 M12 X -5.463 -5.463 0 84 10 M13 X _ -5.463 -5.463 0 84 11 M14 X -5.463 -5.463 0 84 12 M15 X -5A63 -5.463 0 84 13 M16 X F -5.463 -5.463 . 0 84 14 M17 X -5.463 -5.463 0 84 15 M18 X -5.463 -5.463 0 84 16 M19 X -5.463 -5.463 0 84 17 M20 X -31.414 -31.414 0 163.313 18 M21 X -31.414 -31.414 0 163.313 19 M22 X -31.414 -31.414 0 163.313 20 M23 X T -31.414 -31.414 0 163.313 21 M24 X -31.414 -31.414 0 163.313 22 M25 X -31.414 -31.414 0 163.313 Member Area Loads (BLC 1 : Self Weight) Joint A Joint B Joint C Joint D Direction Distribut... Magnitudelpstl 1 N71A 1- N9 N10 i N8 7 y Two Way -32 2 N11 N13 N14 N12 y Two Way -32 3 ' N15 N16 N18 , N17 y Two Way -32 _ 4 ' N19 1 N20 N22 .............N21 Y -"two Way -32 Member Area Loads (BLC 2: Wind Load AZ!000) Joint A Joint B Joint C Joint D Direction Distribut.., Magnitudejpsf] Li_i.. N75 N74A i N 70A N72A Z ;Open St. -32.78 Member Area Loads (BLC 3 : Wind Load AZI 090) Joint A Joint B Joint C Joint D Direction Distribut... Magnitude[psf] 1 1 1 N74A 1 N73A N69A N70A I X lOpen St. -32.78 Member Area Loads (BLC 5• Wind+Ice Load AZ1000) Joint A Joint B Joint C Joint D Direction Distribut... Magnitude[psf] 1 N75 T- N74A N70A N72A Z Open St.. -3.95 Member Area Loads (BLC 6• Wind+Ice Load AZI 090) Joint A Joint B Joint C Joint D Direction Distribut... Magnitude[psf] [ 1 N74A N73A N69A -. N70A X 'Open St_i -3.95 1 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 10 1.1, abed [PErsweaq PoJ SCHc1111V\-\-\-\-VOl Z"O'Ll. uu!aleA CIC-VSII 01. C0-°Z691. 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Model Name : PR32 Envelope Joint Displacements (Continued) Joint X n] LC Y Eini LC Z[in] LC X Rotation[...LC Y Rotation[...LC Z Rotationj...LC 104min 0 1 t 0 1 0 i11487e-03 37 -5.177e-03 10 -9.031e-04 11 105 N53 max 0 40 0 40 0 40 ; -1.428e-03 35 4.261e-03 34 4.283e-04 331 106 min 0 1 0 1 0 1-j-5.877e-03 3 -4.2680-03 12 -1.061e-03 1 1 107 N54 ,max 0 40 0 40 ' 0 4015.688e-03 4 5.045e-03 12 8.892e-04 33 108 Imin 0 1 0 1 0 1 1.125e-03 35 -5.043e-03 34 -1.016e-03 12 109 N55 max 0 40 0 40 0 J 40 , -1.055e-03 36 4.123e-03 34 3.489e-03 10 110 min 0 1 0 1 0 1 -6.142e-03 18 -4.141e-03 12 -2.351e-03 36 111 N56 max0 40 0 40 , 0 40 .5.852e-03 4 5.454e-03 36 3.422e-03 10 112 min 0 1 0 1 0 -11-1.36e-03 35 -5.458e-03 10 -1.661e-03 36 113 N57 max .333 36 -.103 34 0 1213.165e-04 12 1.041e-03 10 1.1340-03 34 114i min -.333 10 -.42 3 0 34 I -6.843e-05 34 -1.039e-03 36 -4.141e-03 12 115 N58 max. .333 36 -.08 35 ! 0 35 1.103e-04 11 2.222e-04 10 7.126e-04 34 116 min -.333 10 -.392 i 3 0 9 -3.736e-05 33 -2.129e-04 36 -1.186e-03 12 117 N59 max .333 36 -.104 40 0 10 1.631e-04 10 4.756e-04 34 1.048e-03 11 118 min -.333 10 -.397 3 0 136 2.101e-05 36 -4.784e-04 12 -4•853e-04 33 119 N60 max .333 Jç6I -.106 40 0 12 1.946e-04 12 4.792e-04 10 6.079e-04 33 120 min -.333 10 -.4 3 0 34 3.184e-05 34 -4.751e-04 36 -9.031e-04 11 121 N61 max .333 ' 36 -.08 35 0 35 1.294e-04 11 2.131e-04 34 8.892e-04 33 122 min -.333 10 -.393 up 0 9 -2.123e-05 33 -2.218e-04 12 -1.016e-03 12 123 N62 max .333 36 -.093 36 0 10 2.613e-04 10 1.041e-03 10 3.422e-03 10 124 min -.333 10 -.406 3 0 36 -1.081e-04 36 -1.039e-03 36 -1.661e-03 36 125 N63 max .085 36 -.031 34 0 12 -1.292e-03 34 2.33e-03 10 1.783e-03 34 126 min -.085 10 -.152 20 0 34 -5.884e-03 3 -2.328e-03 12 -4.263e-03 12 127 NM max .085 36 -.033 35 0 35 -1.233e-03 35 2.026e-03 10 7.976e-04 11 128 min -.085 10 -.137 3 0 9 -5.389e-03 3 -2.021e-03 36 -5.496e-04 33 129 N65 max .085 36 ' -.038 401 0 12 -1.473e-03 40 .1.927e-03 34 .5.148e-04 12 130 min -.085 10 -.141 3 i 0 34 -5.523e-03 3 -1.929e-03 12 -4.053e-04 34 131 N66 max .085 12 -.039 40 0 10 -1.51e-03 40 1.93e-03 10 5.945e-04 12 132 min -.085 34 -.143 --1 3 0 36 i -5.598e-03 3 -1.927e-03 36 -3.557e-04 34 133 N67 max .085 12 -.033 35 0 35 . -1.239e-03 35 2.022e-03 34 4.283e-04 33 134 min -.085 34 -.139 3 0 9 -5.428e-03 3 -2.026e-03 12 -1.061e-03 11 135 ! N68 max 1 .085 12 -.026 36 0 101 -1.107e-03 36 2.33e-03 10 3.489e-03 10 1361 min 1 -.085 34 -.144 18 0 36 -5.61e-03 3 2329e-0336- -2.351e-03 36 Envelope Joint Reactions Joint X 102] LC Yob] LC Z11131 LC MX[k-ft] LC MY[k-ftl LC MZ[k-ft] LC_ 1 N45 -Tmax 292.87 10 1509.129] 24 663.335 34 I 0 40 0 40 0 40 2 min 1 -282.737 36 17.867 34 -682.808 12 ' 0 1 0 1 0 1 3 N46 'max' 55.889 10 916.888 4 148.127 34 0 40 0 40 0 40 4 min -57.303 36 221.969 35 -151.021 12 "0 - 1 0 1 0 1 5 __. N47 max 354.603 10 t 1014.542 22 178.731 9. 0 40 0 40 0 40 6 min -3M.834 36 177.045 36 -165.1] 351-' 0 1 0 1 0 1 71N48 max 47.534 '.144,0 892.341 4 166.40191 0 40 0 40 . 0 ' 40 8 min -46.95 361 185.455 35.A48.368 35 0 1 0 1 0 1 9 N49 max 375.836 10 1069.523 4 11.284 34 F 0 40 0 40 0 40 10 mini -374.719 36 239.314 36 -18.719 12 0 1 0 1 0 1 11 N50 max1 50.243 10 886.828 4 4.39 36 0 40 0 40 0 40 ' WA min -50.201 12 213.295 Efill -7.257 10 0 1 0 1 0 1 13 N51 max 374.711 3411141.2691 4 11.233 364 0 40 0 40 0 40 14 mini -375.981112i 268.642 134 -18.834 101 0 1 0 1 0 1 RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 13 .._ , ... vp-- 0G REONE Company : CORE ONE CONSULTING USA - Designer : APB Mar 1, 2019 411 5:50 PM ....a& Li '- '6 Job Number : Checked By Model Name : PR32 Envelope Joint Reactions(Continued) Joint x pb] LC , Y 1lb] LC Z11131 LC MX[k-ft] LC MY[k-ft1 LC MZ jk-ftj LC 15 1 N52 max50.239 101 886.869 1 4 4.311 34 0 40 0 40 0 40 16 min -50.219 36 213.321 137 -7.437 12 0 1 0 1 0 1 17 N53 max 354.959 3411074.829! 24 190.913 9 0 40 0 40 0 40 18 min 1-354.586 121214.225 134 -180.07 35 0 1 0 1 0 1 19 N54 max l 46.97 341 889.611 4 172.856 9 0 40 0 40 0 40 20 min -47.509 12 182.673 135 -156.652 35 0 1 0 1 0 1 21 N55 max 282.774 3411346.055122 665A43 36 0 40 0 40 0 40 22 min -293.105 121 -98.611 136 -680.811 10 0 1 0 1 0 1 23 N56 max 57.362 10 904.395 1 4 148.045 36 0 40 0 40 0 40 24 min r -55.833 361 211.771 135 -151.371 10 0 1 0 1 0 1 25 Totals: max 2342.794 34112028.885 4 1020.741133 26 min -2342.794 12 3231.184] 37 -1020.741111 Envelope Wood Code Checks Member Shape Code Check Loc..:LC Shea .Loc LC Fc'[...Ft'[k...Fb1'...Fb7...Re[... RB CL CP Eqn 1 M20 2-1.5X..,. .815 110824H366 0 y1241.0781.67611.1511.381 .18 .113r 1 11.718 3.9-11 2 M21 2-1.5X... .813 108 24 .254 24. .y 241.078 .675 1.15 1.38 r-.18 .113 1 .718 3.9-3] 3 M24 2-1.5x... .809 ;1081221.2601 0 ly 24 1.078L675!1.15 1.38 .18 .113 1 .718 3.9-31 4 M25 2-1.5X... .799 1108 22 .326 0 1 22 1.0781.675 1.15 1.38 .18 .113 1 .718 3.9-1 5 ' M23 2-1.5X.. .786 11081241.276 0Ly4 1.0781.67511.15 1.38 .18 .113 1 .718 3.9-3 6 M22 2-1.5x... .785 11081221.258 0 1y14 1.0781.6761-1.15 1.38 .18 .113 1 718 3.9-3, RISA-3D Version 17.0.2 [C:\...\...\...\...\AII\PR35 roof beams.r3d] Page 14 March 1, 2019 I6 APPENDIX A Design Tables & Resources • Core One Consulting USA COREONE Phone: (778) 805-2166 T i rN i U R A www.coreoneconsulting.com 1 3/1/2019 ATC Hazards by Location OTCHazards by Location Search Information Coordinates: 45.421536,-122.747378 .Vancouver 239 ft .. Elevation: 239 ft Tillamook Hillsboroo tend State Forest �eaver[t' Gresham Timestamp: 2019-03-01 T21:36:55.313Z C?£) M1.He Hazard Type: Seismic National Reference ASCE7-10 j Document: Google Map data©2019 Google Risk Category: II Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) L 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) Si 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 5D1 0.444 Numeric seismic design value at 1.0s SA ',Additional Information Name Value Description SDC D Seismic design category Fa 1.11 Site amplification factor at 0.2s F„ 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 1 3/1/2019 ATC Hazards by Location CR1 0.871 Coefficient of risk(1.0s) 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) S1 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) SID 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