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HomeMy WebLinkAboutPlans (3) 111: Summary of Contents Page2 r - 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 AWWA,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 and rooftop only and does not reflect adequacy of the other carrier 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. CO^FO^v'F Core One Consulting USA • r-�j J Phone: (778) 805-2166 LJ S www.coreoneconsulting.com Page 13 4 INTRODUCTION At the request of Verizon, CORE ONE CONSULTING USA has performed a structural analysis on the proposed antenna modification and rooftop. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site.The structure was analyzed using RISA 3D Version 17.0.4 engineering software. Supporting Documentation Construction Documents Core One Consulting USA Project#2030U0045, Dated 04/29/22 Previous Analysis Core One Consulting USA Project#2030U016, Dated 06/18/20 Photos Dated 04/20/20 Antenna Loading Core One Consulting USA Project#2030U0045, Dated 04/29/22 Analysis Code Requirements Wind Speed 98 mph (3-Second Gust) Wind Speed w/ice 1"Thick w/30 mph Wind TIA Revision-ASCE ANSI/TIA-222-H ACSE 7-16 Adopted IBC 2018 IBC w/2019 OSSC Amendments Structure Class II Exposure Category C Topographic Category 1 Calculated Crest Height 0 ft Site Class D-Stiff Soil Spectral Response S5=1.275, S1=0.443g The additional equipment proposed for the referenced project will not increase the design gravity loading by more than 5 percent or the lateral loading by more than 10 percent,therefore the proposed installation is acceptable per the requirements listed in sections 402.3 and 402.4 of the 2015 IEBC. _ CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does meet the specified IBC/ASCE/TIA/AWWA code and minimum design requirements. The modified 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 3100 W Ray Road, Suite 201, Chandler, AZ 85224 (0) 1+(855) 708-2195 alex.bazelev@coreoneconsultants.com I info@coreoneconsulting.com CORE)I SA Core One Consulting USA E P.; 1-; LI A Phone: (778) 805-2166 www.coreoneconsulting.com Page 14 4 Final Configuration Mount Height (ft) MQty. Appurtenance Typet Carrier 146.1 3 Ericsson VZ-AIR6701_TB 6 JMA Wireless MX06FRO840 3 CSS XDUO4-65-0C 3 Ericsson L-Sub6 143.0 3 Ericsson 4449 Pipe Verizon 3 Ericsson RRUS32 B66A 3 Ericsson_RRUS 32 B2 2 Raycap OVP6 2 Raycap OVP12 Structure Usages Summary Alpha Sector Frame Horizontal 85.4% Pass Mount Pipe 73.4% Pass Stand-off 15.2% Pass Gamma Stand-off Stand-off 1.6% Pass Mount Pipe 6.2% Pass RATING= 85.4% Pass Enclosure Connection Reactions Reaction Data Design Reactions Analysis Reactions Result Shear(lb) 3,129.3 900.0 28.8% Tension (Ibs) 6,074.6 890.0 14.7% Interaction -- -- 10.4% "Capacity of(1)5/8"diameter A307 threaded Rod. Mount Connection reactions are acceptable per rigorous analysis. Core One Consulting USA O ° `" '^\' Phone: (778) 805-2166 www.coreoneconsulting.com A Site Name POR Tigard Client Tlison Carrier Verizon Date. 5/6/2022 Wind Loading Inputs: Design Wind Velocity: 98 ultimate 3-second gust Exposure Category: C Adopted Building Code: TIA-222-H Antenna Load Standard: TIA-222-H Wind Centerline(ft): 146.00 ft K.: 0.90 Kr: 1.37 Ka: 1.00 Ka: 0.95 K,: 0.99 qt. 31.76 Ice Wind 30 Cf= 1.20 Ice Thickness 1 Gh= 1.00 Fst lce(paf) 6.48 Fst(Ps()= 38.11 Fit, ' 0.41 Wind Force Seismic Force Appurtenance Name Total Quantity Weightllbs) F-Norm(Ibs) F-Perp(Ibs) F-Norm(Ibs) F-Perp(lbs) 1MAWIRELESS MX06FR0840-02 3 75.0 546.2 331.7 30.6 30.6 AAA WIRELESS_MX06FRO840-02 3 75.0 546.2 331.7 30.6 30.6 CSS XDU04-65-0C 3 28.0 185.8 117.0 11.4 11.4 Ericsson VZ-AIR6701_TB 3 29.0 28.2 43.0 11.8 11.8 Ericsson L-SUBS 3 88.0 131.2 89.2 35.9 35.9 ERICSSON_RADIO 4449 3 43.0 52.3 41.3 17.5 17.5 ERICSSON RRUS 32 82 3 52.9 86.8 53.0 21.6 21.6 ERICSSON_RRUS 32 866 3 53.0 87.1 53.0 21.6 21.6 RAYCAP_FC12-PC6-10E 2 20.4 66.6 27.2 8.3 8.3 RAYCAP_DC6 2 3&0 60.4 26.6 15.5 155 Seismic Loads Latitude and longitude were determined from existing as-builts,customer 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: 47.70816 ° Longitude: -122.3017 ° Ss= 1.275 g Site Class: D Fs= 1.00 Occupancy Category: II SMs= 1.275 Importance Factor,I: 1.00 SDS= 0.850 Seismic Design Catagory: D Si= 0.443 g Amplification Factor,ap: 1.0 F„= 1.86 Response Factor,Rp: 2.5 5Mi= 0.823 z= 146.0 ft Sin= 0.548 h= 146.0 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions of ASCE 7-16 chapter 13. (ASCE 7-16 13.3-3) Fp„ =0.3S0I pW p = 0.255 wP (ASCE 7-16 13.3-1) FP = 0.4apR is W h) ° 1+2 Z 0.408 WP 11 ) P Use Fp = 0.408 wp p (ASCE 7-16 13.3-2) Fp,= =1.6SASIPWP = 1.360 wP Core One Consulting USA CO R E O E Phone:(778)805-2166 CONSULT USA www.coreoneconsulting.com Y 1.10' _ Z X v �1 Core One Consulting USA POR Tigard May 6, 2022 at 1:03 PM POR Tigard.r3d Section Sets L3x3x5 /�14 PIPE 2.0 Z X HSS4x4x.12 RIGID �• OA e;fl 3x3x5 06: o . 0 (Ni 3x3 c •I r• a ,.I `• �' 3x3x5 +1� . O . ILl EL . c m - Core One Consulting USA POR Tigard May 6, 2022 at 1:03 PM POR Tigard.r3d Y 411 /0 _ z X c� 0 23 F . 23 31 op 23 �3 c I 1 • 3 Member Length (in) Displayed -Core One Consulting USA POR Tigard May 6, 2022 at 1:04 PM POR Tigard.r3d Y Material Sets .. k RIGID 411 A36 Gr.36 WOA500 Gr.B Rect Z X A53 Gr.B co a OP-96 Gr.36 ' 'e _\(W to °o is6 Gr6 2 0:07' 6 Gr.36 6. gee rn PCP 0Cre Fz�C�' m c9 co in Q .qoFe°. - Core One Consulting USA POR Tigard May 6, 2022 at 1:04 PM POR Tigard.r3d Y Code Check (Env) \' > 1.0lc 1.0 Z X .90-1.0 75-.90 .50-.75 _ 0.-.50 G l►_ .09 4. li' .15 l). .09 f.. co.[0 Member Code Checks Displayed (Enveloped) Results for LC 1, 1.4D - Core One Consulting USA POR Tigard May 6, 2022 at 1:05 PM POR Tigard.r3d Y Shear Chedc (Env) Er No Calc '•0 >1.0 /� .90-1.0 Z X .75-.90 50-.75 I. 0.-.50 N G/►_ .02 .06 o p r� 101 .03 Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.4D - Core One Consulting USA POR Tlgard May 6, 2022 at 1:05 PM POR Tigard.r3d Bnl o'me 9 Bnc1NndBnnrtk#mI TR@ L'x5+1/11 I'IRIS w cdrisrrdq 9 094OL s/_�' I na M I adq 9 Bgdtj do Ax9^^^^ L ncdkM I d 9 ONQ Ski'op - - Member Primary Data K adk H nlns I I nhrs J I nlns Cris s1'cdf( RdbdnmRB'od Sxod Cdr Ii m1411 s L' sI4 k Cdr If mQt k1r 0 L 24 M23 M4/ 07/ K2mQw4 Ad'I Mnnii C«Y5 Fq-25 Sxofb' k 1 L 25 M25 M40 07/ K2w2w4 Ad'I Mnrrd ( 5 Fq-25 Sxolb' k 2 L 26 M23 M37 8/ K2v✓2 4 Ad'I Mnrrd (425 Fq-25 Sxotb' k 3 L 27 M25 M38 8/ K2nQ 4 Ad'I Mnmd 05 Fq-25 Sxolb' k 4 L 3/ M23 M45 _ 8/ QHF le Mnrrd Mnnd QHf IC Sxolb' k 5 L 30 M25 M46 8/ Qtff IC Mind Mnrrd QIff IC Sxolb' k 6 L 31 M47 M48 07/ 0F013"24 Bnk I m Mnnd 012 F q-A Sxolb' k 7 L 3/@ M450 M470 8/ 01{1D^14 Ad'I Ivtind 42 Fq-A Sxolb' k 8 L 300 M460 M480 8/ 0100"1-/ Ad' I Mnrrd 012 Fq-A Sxolb' k 0/ L 31a M53 M6/ 8/ QR.IC Mnrrd Mnnd QHF IC Sxolb' k 00 L 32 M54 M60 8/ QFff IC Mnnd Mnrrd QHF IC Sxolb' k 01 L 33 M51 M57 8/ QUO Mnrrd Mend QHF IC Sxolb' k 02 L 34 M52 M58 8/ QHF It Mnnri Mnml QHF IC Sxolb' k 03 L 35 M5/A M55 8/ QHF 1€ Mnnd Mnnd Off EC Sxolb' k 04 L 36 M50((il M56 8/ QHF It Mnml Mnrrd Off IC Sxolb' k 05 L 02 M63 M66 07/ OHDD"1-/ Ad'I Mnrrd M2 Fq-A Sxolb' k 06 L 01 M62 M65 07/ OF0D"1-/ Ad'I Mnrrd 012 F q-A Sxolb' k 07 L CO M61 M64 07/ OF®D"1-1 Ad'I Mnml (c'a}2 Fq-A Sxolb' k 08 L 40 M70 M81 0FOD^1-/ Ad'I Mnrrd (a 2 Fq-A Sxolb' k 1/ L 41 M7/ M82 OF®D^1-4 Ad'I Mind 012 F(}A Sxolb' k 10 L 10 M4/ ca, M41 07/ K2vat1 Ad'I Mnrrd (45 Fq-25 SxOib' k 11 L 11 M4/ A M400, 8/ K2W2w4 Ad'I Mind CF5 Fq-25 Sxolb' k 12 L 12 M4/ 0 M42 8/ Off HD Mnrrd Mnrrd Off IC Sxolb' k 13 L 03 M47A M48A 07/ G' D^14 Ad'I Mnnd 012 Fq-A Sxolb' k 14 L 14 M45A M5/A GRR3W3w01 Ad'I Mnrrd // F q— Sxolb' k 15 L 15 M46A M50A GRR3W3w01 Ad'I Mnnd (// F q— Sxolb' k Hot Rolled Steel Section Sets K adk Rq'od Sxod Cdr If milts L'sicti k Cdr II m Qt k- AZIff11\ I*x 2rr6\ Ity ha I 24\ 0 K2W2w4 K202VI1t Ad'I Mnrrd (m5 F q-25 Sxolb' k 0-67 0-4 0-4 -/5 1 01-0D^2-/ OF0D"2-/ Snit I m Mnnd (d12 F c A Sxolb' k 1-16 1-74 1-74 4.68 - 2 OF®D"1-/ 01130^1-/ Ad'I Mnnd 012 F q-A Sxolb' k 04 1 -516 -516 0-14 - 3 GRR3W3w01 GRR3v8w01 Ad'I Mnrrd (( I/ F q-A Qdbs Sxolb' k 0-751 3-566 3-666 64/8 Hot Rolled Steel Design Parameters K adk Rq'od Kd n1 aq.130 Kaxxam1 Kayydrrl Itn1 o s oarri l b nl o ansdmi K sxpt— J)x J yy Ba Et nb9nm 0 L 24 K2W2w1 11-357 Kaxx K siq k 1 L 25 K2W2w1 11-357 Kaxx K ski k 2 L 26 K2n2w4 12 Kaxx K ski k 3 L 27 K2421A4 12 Kaxx K s:kt k 4 L 31 O10D024 01/ Ki k 5 L 3/A O1-0D"1-/ 37 Kaxx K siq k 6 L 30p 01-0D"1-/ 37 Kaxx K sdq k 7 L 02 010D^1-/ 013 Kaxx K WO k _ 8 L 01 0F013^1-/ 013 Kaxx K ski k 0/ L CO OFODA 1-/ 013 Kaxx K slq k 00 L 40 0100^1- 5/-261 Kaxx K ail k , 01 L 41 0I4 D^1-/ 2/-62 Kaxx K ski k QHR@2C Udgtnm06-/-3 Z3gTrdg[01dwA' ydklx[Cdrj slo[Stknrr[ONQ Sif ' cp[ONQ Stf' cp- c1 0' f d 0 • Bnl o me 9 Bngq N nd Bnnrt Idmf TR@ L x 5+1/ 11 r. A Cdr I rrdq 9 Ni Og d 4 na I adq 9 Bgdtrj do Ax5'^^^^ 4ETSC-,EK CCMPA'. L ncdkM' I d 9 ONQ Siff qp Hot Rolled Steel Design Parameters (Continued) K adk Rg'od I41 ni 43111 Kaxxanl Kayydnl Kb ri o Masi 1Q1 n1 o ansiirrl K s cpt— J xx J yy Ba Et nbdsm 02 L 10 K2 11-357 Kaxx K siq k 03 L 11 K2W2w4 12 Kaioc K ski k 04 L 03 OFOD"1-/ 85 K sIc k 05 L 14 GRR338w01 01-52 K siq k 06 L 15 GRR3H8wO1 01-52 K sk4 k Material Takeoff L'siq k Rlyd 0I dr Kd fi sgdni V dtigaT1 F dndq' k 1 QHf IC 8 38-4 / 2 Sns kFdnaiq k 8 38-4 / 3 4 GnsQnikic Rsddk 5 ( 5 Fg25 K2V121,A4 5 025-3 -/58 6 (a'¢// F qA Qdbs GRR3W3w01 1 14-2 -/03 7 c 2 F q-A OFODA1-/ 7 544-0 -078 8 (d}2 Fq-A OFOD^2-/ 0 01/ -/6 0/ Sns kGQ Rs1dk 06 825-7 -232 Basic Load Cases AIB Cdr bctOdnn B'sif nctx W Fq ulsc X RI'ulsc Y F q ulsc I rites Onhis Ch sdat sic (aid''L d— Rt c0 IA'0- 0 RdleV dff gs CK ,0 0/ 1 V km ftn'c©'1-Y i/ V KY 0/ 0 2 V hrc Kn'c @'W 8/ V KW 0/ 0 3 Hid V dlf gs NI'D 0/ 06 4 V tat' Hid Kn'c @YH— N K1 0/ 0 5 V Inc* lbd Kn.c(WH— N K2 0/ 0 6 Rdhl lbKn'c (ti!'H// DKY ,-3/7 0/ 7 Rdhl tb Kn'c @'Ff 8/ DKW ,-3/7 0/ 8 AN3 1 Sq rrr ldns t — Mnntd 03 0/ AFB 2 Sq rrrhkrs@f Mnnd 12 00 AIB 4 rrrlrlrrs@p'— Mnnd 03 01 AIB 5 Sq rrrhlrrs@p'— Mnnrl 12 Load Combinations Cdr lxfm9am Rnkid O—RQ—A—E—A—E—A—E'—A—E—A—E'—A—E—A—E—A—E—A—E—A—E— 0 0-3C Xdr X CK 0-3 1 0-1 C* OV pail// Xdr X CK 0-1 V—0 2 0-1 C* OV (a�J /2/ Xdr X CK 0-1 v—755 V—-4 3 0-1 C* OV OM'5/ Xdr X CK 0-1 v—.4 V—755 4 0-1 C* OV (ayl-V 8/ Xdr X CK 0-1 v— 0 5 0-1C* OV 0J1-131/ Xdr X Ct(0-1 v—,-4 V—755 6 0-1 C* OV 0/1-104/ Xdr X CK 0-1 V--7—V--4 7 0-1C* OV 0/I-O7/ Xdr X CK0-1 V—,0 8 0-1 C* OV (WH10/ Xdr X CK 0-1 V--7—V—-4 0! 0-1 C* OV (a'H13/ Xdr X CK 0-1 v—,.4 V--7- 00 0-1C * OV 0'H16/ Xdr X CK0-1 V—,0 - QFIR@2C UdgInm06-/-3 2/3gTrdq[@c1wA' ydkix[Cdrj sio[Slirnrr(ONQ SF1' cp[ONQ Slf' cptgc\ 0' f d 1 Bnl o'rrx 9 Bng:INna1BnnitldyI TR@ L'x5+1/11 , IIIIRIsA Cdr ff ndq 9 09 4 OL I na Nt l adq 9 Bgdbj do A norm ANEMETS(:` )MPAN., L ncdkNT I d 9 ONQ 3ff1op Load Combinations (Continued) Cdr bcfmdnm Rnlud O-RQ-A-E-A-E'-A-E-A-E-A-E'-A-E-A-E-A-E'-A-Es-A-E- 01 0-1C* OV 62fr12// Xdr X CK 0-1 v-4 V--7- 02 0-1C* OV 0'122/ Xdr X CK0-1 V-755V-,-4 03 / 8C* OV (r V// Xdr X CK -8 V-0 04 /-8C * OV (ayW 2/ Xdr X CK -8 V-755V--4 05 /-8C OV 4(1-V 5/ Xdr X CK -8 v-4 V-755 06 /-8C* OV @ 1-V 8/ Xdr X CK -8 V- 0 07 / 8C* OV (aft-D1/ Xdr X CK -8 V-,-4 V-755 08 /-8C* OV WHD4/ Xdr X CK -8 V--7-V--4 1/ l-8C* OV (5'FD7/ Xdr X CK -8 v-,0 10 /-8C* OV P/H10/ Xdr X CK -8 v-7-V-,_4 11 /-8C* OV (c1h113/ Xdr X CK -8 v-,-4 v--7- 12 /-8C* OV (WH16/ Xdr X CK -8 V-,O 13 /-8C* OV (d'H2// Xdr X CK -8 V-.4 V-7- 14 / 8C* OV PfH22/ Xdr X CK -8 y-755V-,-4 15 0-1C * OCh Xdr X CK 0-1 N- 0 16 0-1C* acre ov h@w/I Xdr X CK 0-1 N- 0 N- 0 17 0-1 C* OCh* OV h c�'W 2/ Xdr X CK 0-1 N- 0 N-755N-4 18 0-1 C* 0Ch* OV h©'W 5/ Xdr X CK 0-1 N- 0 N- -4 N--755 2/ 0-1C* 0Ch* OV h@'FV 8/ Xdr X CK 0-1 N- 0 N- 0 20 0-1 C* OCh* OV h@'F01/ Xdr X CK 0-1 N- 0 N- ,-4 N-755 21 41 C* 0Ch* OV h@1.04/ Xdr X CK 0-1 N- 0 N-,-7-N-'.4 22 41C* och* ov h@'H07/ Xdr X CK0-1 N- 0 N- ,0 23 0-1C* oCh* OV h@1110/ Xdr X CKO-1 N- 0 N-,-7-N-,-4 24 41C* OCh* OV h@'H13/ Xdr X CK0-1 N- 0 N-, 4 N--,-7- 25 0-1C* OCh* ov hgHi6/ Xdr X CK0-1 N-_0 N- ,0 26 0-1C* 0Ch* OV h@'H2// Xdr X .CK 0-1 N- 0 N- -4 N-,7- 27 41C* oCh* OV h@'I.22/ Xdr X CKO-1 N- 0 N-755N-, 4 28 '0-1*/-1Rcr(C' OD@@'W// Xdr X CK42-D- 0 3/ '0-1*/4Rcr(C* OD@'W2/ Xdr X CK42-D--755D- -4 30 '0-1*/-1 Rcr(C* OD@'W5/ Xdr X CK42-D- 4 D--755 31 '0-1*/-1Rcr(C* OD@'War Xdr X CK42- D- 0 32 '0-1*/-1Rcr(C* 0D@'I-101/ Xdr X CIO-2-D- ,_4 D---755 33 '0-1'r-1 Rcr(C* OD @1114/ Xdr X CK42-D-,7-D- -4 34 '0-1*/-1Rcr(C' OD@'Fp7/ Xdr X CK42--0- ,0 35 '0-1*/-1Rcr(C* OD@'H10/ Xdr X CK42-D-,-7-D- ,-4 36 '0-1*/-1Rcr(C* OD@'H13/ Xdr X CK42-3- ,-4 D-,-7- 37 '0-1*/-1Rcr(C* OD@'H16/ Xdr X CKO-2- D- ,0 38 '0-1*/-1Rcr(C* OD@'H2// Xdr X CKO-2-0- -4 D-,7- 41 '0-1*/-1Rcr(C* OD@'Fp2/ Xdr X CK0-2-D--755D- .-4 40 7-81-1Rcr(C * OD@'H// Xdr X CK-656D- 0 41 'I-8,/-1Rcr(C * OD@'F12/ Xdr X CK-656D--755D- _4 42 V-8,/-1Rcr(C * OD@'HS/ Xdr X CK-656D- -4 D--755 43 '/-8,/-1Rcr(C * OD@118/ Xdr X CK6 D- 0 44 '/-8,/-1Rcr(C * OD@'F01/ Xdr X CK-656D- ,_4 D--755 45 '/-8,1-1Rcr(C *OD(aj'H)4/ Xdr X CK-656D-,7-D- -4 46 '/-8,/-1Rcr(C * OD@'FD7/ Xdr X CK-6560- ,0 47 '/-8,/-1Rcr(C* OD@(HIOI Xdr X CK-656D-:7 D ,-4 48 'I-8,/-1Rcr(C * OD@'1i13/ Xdr X CK-656D- ,.4D--,-7- 5/ 'I-8,/-1Rcr(C* OD@Hi6/ Xdr X CK-656 0- ,0 50 'I-8,/-1Rcr(C * 0D@a-2// Xdr X CK-656D- .4 D--,-7- - 51 '/-8,/-1Rcr(C * OD WI-22/ Xdr X CK-656D-755D- ,-4 - Qif12@2C Udq 1nm06-/-3 78QTrdq[@dwAs ydldx[Cdrj s1o[Slknn[ON Q Slf ' cp[ONQ Slf' cF-cl O' f d 2 Bnl o'nx 9 Bngi Nail Bnnet ldnf TR@ L'x5+1/11 I IRIS Cnd Inadrfi MLIq adq 99 0E 09 Bg 4doAx9^^^^ ANEMETSCHEK COMPANY L ncdkM I d 9 ONO Slfl'q: - Joint Coordinates and Temperatures - K adk Wirt X brt Y dm1 Shc o d=l Cds bq FBI Cli o-- 0 M23 27-0/6247 ,01 ,22-427350 / 1 M25 27-0/6247 ,82 ,22-427350 / 2 M30 37-/80308 ,01 ,34-756637 / 3 M37 41-470616 ,01 ,40-301707 / 4 M38 41-470616 ,82 ,40-301707 / 5 M4/ 12-856408 ,01 ,4/-8886/8 / 6 M40 12-856408 ,82 ,4/-8886/8 / 7 M45 27-0/6247 ,01 ,12/27350 / 8 M46 27-0/6247 ,82 ,12-/27350 / 0/ M47 27-0/6247 / ,12-/27350 / 00 M48 27-0/6247 ,01/ ,12-/27350 / 01 M5/ 27-016247 ,03-4 ,12-/27350 / 02 M45@ 03-0/6247 ,03-4 ,12-/27350 / 03 M46@ 03-0/6247 ,004-4 ,12-/27350 / 04 M47@ 51-0/6247 ,03-4 ,12-/27350 / 05 M48@ 51-0/6247 ,004-4 ,12-/27350 / 06 M5/@ 46-046247 ,03-4 ,12-/27350 / 07 M50@ 46-046247 ,004-4 ,12-/27350 / 08 M51 28-0/6247 ,03-4 ,12-/27350 / 1/ M52 28-0/6247 ,004-4 ,12-/27350 / 10 M53 1/-616247 ,03-4 ,12-/27350 / 11 M54 1/-6/6247 ,004-4 ,12-/27350 / 12 M55 46-046247 ,03-4 ,1/-/27350 / 13 M56 46-046247 ,004-4 ,1/-/27350 / 14 M57 28-01 6247 ,03-4 ,1/-/27350 / 15 M58 28-0/6247 ,004-4 ,1/-/27350 / 16 M6/ 1/-6/6247 ,03-4 ,1/-/27350 I 17 M60 1/-6/6247 ,004-4 ,1/-/27350 / 18 M61 46-046247 2 ,1/-/27350 / 2/ M62 28-0/6247 2 ,1/-/27350 / 20 M63 1/-6/6247 2 ,11-/27350 / 21 M64 46-046247 ,010 ,1/-/27350 / 22 M65 28-0/6247 ,010 ,1/-/27350 / 23 M66 1/-6/6247 ,010 ,1/-/27350 / 24 M7/ 46-046247 ,43 ,1/-/27350 / 25 M70 1/-6/6247 ,18-4 ,1/-/27350 / ` 26 M71 ,13-781531 ,021-4 ,00-/27350 / 27 M73 128-0/6247 ,021-4 ,00-/27350 / 28 M76 128-0/6247 4-4 ,00-/27350 / 3/ M81 1/-/80716 ,18-4 ,7/-3/6/65 / 30 M82 40-547246 ,43 ,4/-16144 / 31 M35 20-/26328 ,01 ,31-158/74 / 32 M36 20-/26328 ,82 ,31-158/74 / 33 M37@ 34-233432 ,01 ,31-36453 / 34 M38@ 34-233432 ,82 ,31-36453 / 35 M4/@ 27-0/6247 ,43 ,22-427350 / 36 M40@ 41-470616 ,43 ,40-301707 / 37 M41 12-856408 ,43 ,4/-8886/8 / _ 38 M42 27-0/6247 ,43 ,12-/27350 / 4/ M43 20-/26328 ,43 ,31-158/74 / 40 M44 34-233432 ,43 ,31-36453 / - QFfR@2C UdgMm06-/-3 23QTrdq[a@dwA' ydldx[Cdrj sio[Stknn4ON Q Sit' cp[ONQ Stf' ¢-c126 O'f d 3 • Rol o'nx 9 BngdNndBnrntldri TR@ L'x5+1/11 I IRIS 9 Bqd d I ndar iit I adq 9 Og 4 L A4`^""^ ANEMETSCHEK COWAN, L ncdkF I d 9 ONQ Sifl cp Joint Coordinates and Temperatures (Continued) K adk Wart X 3ri Y dmi Shc o E\ Cdd bq EqV Cti o- 41 M43@ 128-0/6247 ,021-4 ,1604 27350 / 42 M44@ 128-0/6247 4-4 ,160-/27350 / 43 M45A 087-0/6247 ,01 ,12-/27350 / 44 M46A 087-0/6247 ,82 ,12-/27350 / 45 M47A 087-0/6247 ,5 ,12-/27350 / 46 M48A 087-0/6247 ,0/1 ,12-/27350 / 47 M5/A 087-0/6247 ,01 ,24-557350 I 48 M50A 087-0/6247 ,82 ,24-557350 I 5/ M51 @ ,13-781531 4-4 ,00-/27350 / 50 M50 27-0/6247 ,004-4 ,12-/27350 / Joint Boundary Conditions InIrsKadk W/.Irtr\ XZJo) Y4.ho1 WQns.&,sdc\ XCbrs4,tsdc\ YQis4,sgc\ 0 M4/ Qd' bEhnm Qd' brim Qd' bim Qd' b3nm Qd' b im Qd' brim 1 M37 Qd'bdnm Qd' bnm Qd' brim Qd' bnm Qd' bdrim Qd'bnm 2 M37 an, Qd' bnm Qd' brim _ Qd' brim Qd' b im Qd' bErim Qd' brim 3 M35 Qd' bAnm Qd' brim Qd bnm Qd' bnm Qd' bnm Qd' biim 4 M38i Qd' brim Qd' brim Qd' brim Qd' bnm Qd' bnm Qd' bnm 5 M38 Qd' b3nm Qd' brim Qd' bEtnm Qd' brim Qd' bnm Qd' bnm 6 M36 Qd' bnm Qd' brim Qd' brim Qd' brim Qd' brim Qd' bim 7 M40 Qd' b9nm Qd' bnm Qd' brim Qd' bnm Qd' bim Qd' bnm 8 M81 Qd' bnm Qd' bElnm Qd' bnm Qd' bnm Qd' bnm Qd' bnm 0/ M82 00 M401 Qd' bnm Qd' b9nm Qd' bnm Qd' bnm Qd' brim Qd' b3nm 01 M41 Qd' brim Qd' bnm Qd' bnm Qd' bnm Qd' brim Qd' brim 02 M43 Qd' brim Qd' brim Qd' brim Qd' b im Qd' bnm Qd' b3nm 03 M44 Qd' brim Qd' blfim Qd' brim Qd' bnm Qd' brim Qd' bnm 04 M5/A Qd' b9nm Qd' bnm Qd' bnm Qd' bnm Qd' bstrim Qd' bnm 05 M50A Qd' bnm Qd' barn Qd' bnm Qd' b3nm Qd' bnm Qd' b$nm 06 M45 07 M42 08 M46 Member Distributed Loads (BLC 4:Ice Weight) L di adqK adk Cladbdrvn Rs q;L'f nit cda- Doc L'f nit cd7a.eaE-ord Rs gaKnb'don7ar-0nc Krib'tram*\ 0 L 24 X ,6-4/8 ,6-418 / $ 0// 1 L25 X ,6.4/8 ,6-4/8 / $ 0// 2 L26 X ,64/8 ,6-4/8 / $ 0// 3 L27 X ,6.4/8 ,6-4/8 / $ 0// 4 L 31 X ,5-5/6 ,5-5/6 / $ 0// 5 L 3/a X ,4d 01 ,4401 / $ 0// 6 L30@ X ,4-/01 ,4-/01 / $ 0// 7 L02 X ,4401 ,4a01 / $ 0// 8 L 01 X ,4-/ 01 .4401 / $ 0// 0/ L QO X ,44 01 ,4-101 i $ 0// 00 L 40 X ,4-/01 ,4-1 01 I $ 0// 01 L 41 X ,4401 ,4-/01 / $ 0/i 02 L 10 X ,6-4/8 ,6-4/8 I $ 0/I 03 L11 X ,6.4/8 ,6-4/8 / $ 0// - QHR@2C Udghnm06-I.3 33gTrdq[@dwA' ydidx[Cdrj sio[SlknniONQ Sit' cq[ONQ Sli' c>c c1 0' fd 4 • Bnl o me 9 Bngi Nnd Bnmt Idnrf TR@ L'x5+1/11 I I R'SA CIdr II nl 9 09 4 0E 1naM: adq 9 BgdbjdoAx9^"^^ A NEME-SCHEK COMPA", L ncdkM'I d 9 ONQ Slfl q; Member Distributed Loads (BLC 4:Ice Weight) (Continued) L dl adqK adk Claldbdmm Rs cgL'f Mt cddc- Drrc L'f nigcd3e.etEord Rs ca Knb'smn Dnc Mb'tarihr$1 - 04 L03 X ,4-1 01 ,4-1 01 I $ 0/i _ 05 L 14 X ,8-203 ,8 203 / $ 0/I 06 L 15 X ,8-203 ,8-203 / $ 0/I Member Distributed Loads (BLC 9:BLC 2 Transient Area Loads) Ldl adqK adk Clapbdmm Rs cgL'f rdt cddc- Dnc L'f nlatcdda.elEtOrd Rs cgKnb'dnn8m1-Dnc Knb'inn \ 0 L 24 Y ,4-868 ,4-868 / 11-357 1 L 25 Y ,4-868 ,4-868 / 11-357 2 L 26 Y ,4-868 ,4-868 / 12 3 L 27 Y ,4-868 ,4-868 / 12 4 L31 Y ,00-/72 ,00-/72 / 01/ 5 L 3/a Y ,6-410 ,6410 / 37 6 L 30@ Y ,6-410 ,6-410 / 37 7 L 02 Y ,6-410 ,6410 / 013 8 L 01 Y ,6.410 ,6-410 / 013 0/ L 00 Y ,6410 ,6410 / 013 00 L41 Y ,0-235 ,0-235 / 2/-62 01 L 10 Y ,4-868 ,4-868 / 11-357 02 L 11 Y ,4-868 ,4-868 / 12 03 L 03 Y ,6410 ,6410 / 85 Member Distributed Loads (BLC 10 :BLC 3 Transient Area Loads) L dl adqK adk Clafibdnrn Rs cgL'f nit cdda- One L'f nit cdde.aEord Rs q;Knb'dnnA t Dnc Knb tnn $\ 0 L 24 W ,6-272 ,6-272 / 11-357 1 L 25 W ,6-272 ,6-272 / 11-357 2 L 26 W ,6-272 ,6-272 / 12 3 L 27 W ,6-272 ,6-272 / 12 4 L3/ W / / / 0/-4 5 L 30 W / / / 01-4 6 L31 W ,00-/72 ,00-/72 / 01/ 7 L 31(a)_ W / / / 2 8 L 32 W / / / 2 0/ L 33 W / / / 2 00 L 34 W / / / 2 01 L 35 W / / / 2 02 L 36 W / / / 2 - 03 L 02 W ,6-410 ,6410 / 013 04 L 01 W ,6-410 ,6-410 / 013 05 L 00 W ,6.410 ,6-410 / 013 06 L 41 W ,6 288 ,6-288 / 2/-62 07 L 10 W ,6-272 ,6-272 / 11-357 08 L 11 W ,6-272 ,6-272 / 12 1/ L 12 W / / / 0/-4 10 L 03 W ,6-410 ,6-410 / 85 11 L 14 W ,01-556 ,01-556 / 01-52 12 L 15 W ,01-556 ,01-556 / 01-52 Member Distributed Loads (BLC 11 :BLC 5 Transient Area Loads) - L dl adqK adk Cl ibdwn Rs q;L'f nit cd76- Dnc L'f Hat cd2a.a3Eord Rs q;Knb'smndrrt Dnc 14ib'3nrnlan$\ 0 L 24 L Y ,0-/08 0-/08 / 11-357 - QHHR@2C Udgtnm06-1-3 Z3QTrdq[@dwA' ydldx[Cdrj slo[Stknrr[CNQ Stf' cp[CNQ Sit' cF[Qc1 O'f d 5 Bnl o'mc 9 BngdNndBnrntkind TR@ L'x5+1/11 I IRISIA CI li miq 9 09 4 0E I na Nt I adq 9 Bgdbj do Ax9^^"^ ANEMETSCHEKCOMPAr LncdkM I d 9 ONQ SIfI ¢ Member Distributed Loads (BLC 11 :BLC 5 Transient Area Loads) (Continued) L dl adqK adk Clgdbdnm Rs cyL'f nil cdZF Dnc L'f nit cd2e.e3iEora Rs caKnb'tmrrdnt-Dnc 14ib'tnrdm$\ 1 L 25 Y ,0-/08 ,0-/08 / 11-357 2 L 26 Y ,0-/08 ,0-1 08 / 12 3 L27 Y ,0-/08 ,0-/08 / 12 4 L 31 Y ,0-78 ,0-78 / 01/ 5 L3/@ Y ,0-171 ,0-171 / 37 6 L 30(a, Y ,0-171 ,0-171 / 37 7 L 02 Y ,0-171 ,0-171 / 013 8 L 01 Y ,0-171 ,0-171 / 013 0/ L 00 Y ,0-171 ,0-171 / 013 00 L41 Y ,-118 ,-118 / 2/-62 01 L 10 Y ,0-/08 ,0-/08 / 11-357 02 L11 Y ,0-/08 ,0408 / 12 03 L C3 Y ,0-171 ,0-171 / 85 Member Distributed Loads (BLC 12 :BLC 6 Transient Area Loads) L dl adqK adk Chgdb3nm Rs cgL'f nit cdd- Drrc L f nit cdde.(BE+ord Rs cyKnb'9mnArr-0ne Vnb'3nnnrn$\ 0 L 24 W ,0-148 ,0-148 / 11-357 1 L 25 W ,0-148 ,0-148 / 11-357 2 L 26 W ,0-148 ,0-148 / 12 3 L 27 W ,0-148 ,0-148 / 12 4 L3/ W / / / 0/-4 5 L 30 W / / / 0/-4 6 L 31 W ,0-78 ,0-78 / 01/ 7 L314 W / / I 2 8 L32 W / / / 2 0/ L 33 W / / / 2 00 L 34 W / / / 2 01 L 35 W / / / 2 02 L 36 W / / / 2 03 L 02 W ,0-171 ,0-171 / 013 04 L 01 W ,0-171 ,0-171 / 013 05 L CO W ,0-171 ,0-171 / 013 06 L41 W ,0-151 ,0-151 I 2/-62 - 07 L 10 W ,0-148 ,0-148 / 11-357 - 08 L 11 W ,0-148 ,0-148 / 12 - 1/ L12 W / / / 0/-4 _ 10 L 03 W ,0-171 ,0-171 / 85 11 L 14 W ,1-05 ,1-05 / 01-52 12 L 15 W ,1-05 ,1-05 / 01-52 Member Area Loads (BLC 2: Wind Load AZI 000) I nhrs@ I nhrsA I nhrsB I nhasC ChiJb3am Chstat Aare L'f nit cddxd 0 M514, M76 M73 M71 Y NodmRslbs- ,27 Member Area Loads (BLC 3 : Wind Load AZJ 090) I nibs§ I nhasA I nhrsB I nhasC Chgibinm Chalet dmm L'Intl cdLrd 0 r_ M76 M44A M43ft M73 W NodmRslbs- ,27 - QIRR(Qa 2C Udglnm06-/-0 33QTrdcf[@dwA- ydldx[Cdrj sio[Slirnrr[ONQ Si' cq[ONQ SIf' cp-c2c1 O f d 6 • Bnl o me 9 Bngj Nnl Bnnrt ldmf TR@ L'x5+1/11 ,'RASA Cdrffndq 9 0940E 1 na M I adq 9 Bgdty do Ax9"^^^ ANEMETSCMEK COMPANY L ncdkM I d 9 ONQ Slfl'm Member Area Loads (BLC 5: Wind+Ice Load AZI 000) I nits@ I nhrsA I nhnsB I nhusC Chgib3nn Clnsrlot dun L'f nit cdZrd 0 M51(a7 M76 M73 M71 Y NodmRs$bs- ,5.37 Member Area Loads (BLC 6 : Wind+Ice Load AZI 090) I nhus a, I nlms A I nhrB B I nhrs C Clnpbtnm CI t dmm L'f Mt cd2x d 0 1 M76 1 M44@ M43@ M73 W NodmRsKbs- ,537 Member Point Loads (BLC 1 : Self Weight) Ldl adgK adk Chqdbainm L'fni3 cdda4a,a1 Mb' r1$1 0 L 02 X ,26-4 0 1 L 01 X ,26-4 0 2 L 03 X ,03 10-5 3 L 00 X ,03-4 1/ 4 L 00 X ,33 32 5 L 02 X ,26-4 84 6 L 01 X ,26-4 84 7 L 03 X ,03 63-3 8 L 00 X ,03-4 3/ 0/ L 00 X ,33 40 Member Point Loads (BLC 2: Wind Load AZI 000) L dl adgK adk Chgdbdmm L'f n1t cdda4a,ei 14ib'dnn3rt$1 0 L 02 Y ,134-675 0 1 L 01 Y ,134-675 0 2 _ L 03 Y ,72-517 10-5 3 L 00 Y ,01-60 1/ 4 L 00 Y ,48-/50 32 5 L C2 Y ,134.675 84 6 L 01 Y ,134-675 84 7 L 03 Y ,72-517 63-3 8 L 00 Y ,01-60 3/ 0/ L 00 Y ,48-/50 40 _ Member Point Loads (BLC 3: Wind Load AZ!090) L dl adgK adk Ctgladvim L'f Mt cdda4a,d, Knb dnn3Rd 1 0 L 02 W ,054-721 0 1 L 01 W ,054-721 0 2 L 03 W ,47-370 10-5 3 L CO W ,10-4/6 1/ 4 L 00 W ,33-483 32 5 L 02 W ,054-721 84 6 L 01 W ,054-721 84 7 L 03 W ,47-370 63-3 8 LOU W ,10-4/6 3/ 0/ L 00 W ,33-483 40 Member Point Loads (BLC 4 : Ice Weight) L d l adq K adk Chndbr#nm L'f nit cd3a4a,Ed Knb'aura*1 0 L 02 X ,023-/50 0 - QIW@2C Udgtnm06-/-3 33gTrdq[@dwA' ydkix[Cdrj sio[S[irnrr[ONQ Si' ¢[ONQ Stf' cF-c1 0' f d 7 Bnl o'nx 9 Bngd Nnd Bnmt Wmf TR@ L'x5+1/11 IIRIsA CdrM q 9 094OL - InaMnl adq 9 BgdbidoAx9`^^^^ L ncdkM I d 9 ONQ Slfl'q; Member Point Loads (BLC 4: Ice Weigh( (Continued) L d I adqK adk ClaibElmm L'f nit cddele,e1 Knb'lmnWnt$\ 1 L 01 X ,023-/50 0 2 L 03 X ,37-342 10-5 3 L 00 X ,01-551 1/ 4 L CO X ,26-270 32 5 L 02 X ,0234 50 84 6 L 01 X ,023-/50 84 7 L 03 X .37-342 63-3 8 L 00 X ,01-551 3/ 0/ L 00 X ,26-270 40 Member Point Loads (BLC 5: Wind+Ice Load AZI 000) L di adq K adk Ckpbdnrcn L'f Mt cddeie,d Kn b dmrrderi$\ 0 I L 02 Y ,353/ 8 0 1 LO1 Y ,35.3/8 0 2 L 03 Y ,04-680 10-5 3 L00 Y ,1-3 1/ 4 L 00 Y ,00-041 32 5 L 02 Y ,35-3/8 84 6 LO1 Y ,35-3/ 8 84 7 L 03 Y ,04-680 63-3 8 L00 Y ,13 3/ 0/ L CO Y ,00-041 40 Member Point Loads (BLC 6: Wind+ Ice Load AZI 090) Ldl aigK adk Ckpbdmm L'fnit cddele,el Knb'tmni3r 1 0 L 02 W ,17-070 0 1 L 01 W ,17-070 0 2 L 03 W ,8-827 10-5 3 L 00 W ,2-544 1/ 4 L 00 W ,6-467 32 5 L 02 W ,17-070 84 6 L 01 W ,17-070 84 7 L 03 W ,8-827 63-3 - 8 L CO W ,2-544 3/ 0/ L 00 W ,6-467 40 Member Point Loads (BLC 7: Seismic Load AZJ 000) LdI adgK adk Claldb m L'fnit cddale,e1, Knb'dinrrdmi$1 0 L 02 Y ,07-64 0 1 L 01 Y ,07-64 0 2 L 03 Y ,6 10-5 3 L 00 Y ,6-14 __ 1/ 4 L00 Y ,11 32 5 L 02 Y ,07-64 84 6 L 01 Y ,07-64 84 7 L 03 Y ,6 63-3 8 L 00 Y ,6-14 3/ 0/ L00 Y ,11 40 - QHR@2C Udghim06-/-3 a3gTrdg[@dwA' ydkdx[Cdrj sio[Slknrr[ONQ SFf' ¢[ONQ SFf' ¢-c?c1 O' fd 8 BnI o me 9 Bngi Nnd Bnnrt MIA TR@ L'x5+1/11 . I'R'SA Cdrbn . 9 09'4OL I na Nt I adq 9 Bgdl�j do Ax5^^^^ ANEMETSCHEK COMPANY L ncdkM I d 9 ONO Slfl'rp Member Point Loads (BLC 8: Seismic Load AZI 090) L dl adgk adk Ckdbamm L'f nit cddela,esl Knb'$mrrdnt$1 0 L 02 W ,07-64 0 _ 1 LO1 W ,07-64 0 2 L 03 W ,6 10-5 3 L00 W ,6-14 1/ 4 L00 W ,11 32 5 L 02 W ,07-64 84 6 L 01 W ,07-64 84 7 L 03 W ,6 63-3 8 L 00 W ,6-14 3/ 0/ L 00 W ,11 40 Joint Loads and Enforced Displacements I nlmsK adk K-C4_ CIilibamrn L'fnf3 cdZIaia,el+'I rq'c(+'la)r]1.Imwla)r]1)- MnC' s siOcgrs- Envelope Joint Displacements I ntms Wail rB X dal KB Y dmi KB WQr.9nmZ-IB X Orr. dmmZ-KB Y Ong dmmd-KB 0 M23 I ' w / 00 -// 1 06 / 8 7-13d,3 3 3-021d,1 11 8-460d,4 18 1 I tin / 06 ,-//3 00 / 04 ,,2642d,3 11 ,3-452d,1 3 ,1-014d,3 0/ 2 M25 I 'w / 12 -I/0 03 / 10 7-734d,3 2 3-120d,1 11 0-500d,2 12 3 I hrt / 4 ,-//3 22 / 2 ,3-682d,3 10 ,3-6/8d,1 3 ,0-61d,2 4 4 M30 I ' w / 0/ / 05 / 0/ ,1-723d,7 05 8-507d,7 05 ,1-184d,7 05 5 I tin / 05 / 24 / 05 ,2-1d,6 23 ,1-880d,6 0/ ,1-480d,6 23 6 M37 I ' w / 51 / 51 / 51 / 51 / 51 / 51 7 I tm / 0 / 0 / 0 / 0 / 0 / 0 8 M38 I 'w / 51 / 51 / 51 / 51 / 51 / 51 0/ I Fin / 0 / 0 / 0 / 0 / 0 / 0 00 M4/ I ' w I 51 / 51 / 51 / 51 / 51 / 51 01 I tm / 0 / 0 / 0 / 0 / 0 / 0 02 M40 I ' w / 51 / 51 / 51 / 51 / 51 I 51 03 I tm / 0 / 0 / 0 / 0 / 0 / 0 04 M45 I ' w -323 11 / 10 / 8 7-13d,3 3 3-021d,1 11 8-460d,4 18 05 I tm ,-368 3 ,-/0 17 / 04 ,2-642d,3 11 ,3-452d,1 3 ,1-014d,3 0/ 06 M46 I ' w 333 11 -// 1 , 11 / 10 7-734d,3 2 3-120d,1 11 , 0-500d,2 12 - 07 I tm ,-384 3 ,-10 17 / 2 ,3-582d,3 10 ,3-6/8d,1 3 ,0-61d,2 4 08 M47 I ' w -325 11 / 10 -/0 3 7-11d,3 3 3-021d,1 11 8-62d,4 18 1/ I tin ,-37 3 ,40 17 _ ,-113 11 ,2-621d,3 11 ,3-452d,1 3 ,1-05d,3 0/ 10 M48 I ' w -4 11 -// 1 11 -/06 10 6-120d,3 27 3-/70d,1 11 1-/ 71d,2 12 11 I tm ,-446 3 ,-/0 17 ,-/18 2 ,63/6d,4 08 ,3-427d,1 3 ,1-216d,2 3 12 M5/ I ' w -323 11 / 10 -// 1 11 7-444d,3 3 3-0/1d,1 11 O-I 07d,3 18 13 I tm ,-368 3 ,-10 17 , ,-// 1 3 ,3-761d,3 11 ,3-422d,1 3 ,1-346d,3 0/ 14 M45 a(�, I ' w -323 11 ,-/I 1 04 0-/21 11 0-422d,2 7 3-25d,1 11 0-285d,2 23 15 I tin ,-37 3 ,-/28 23 ,0-022 3 ,0-021d,2 03 ,3-667d,1 3 ,0737d,3 04 16 M46(a? I ' w -380 11 ,-/I 1 11 0-/ 14 11 1-448d,2 7 3-157d,1 11 0-326d,2 2/ 17 I trn ,-436 3 ,-/27 2/ ,0-032 3 ,1d3d,2 03 ,3-603d,1 3 ,7-468d,3 12 18 M47@ I ' w -323 11 ,-I 13 04 -841 3 0-286d,1 3 2-3/7d,1 11 5-154d,3 12 2/ I tm, ,-37 3 , ,-/22 22 ,-743 11 ,0-1/3d,1 11 ,2-702d,1 3 ,,0-552d,2 5 20 M48@ I ' w -380 11 -/40 11 , -868 3 8-17d,2 , 0/ 2-507d,1 11 0-232d,2 11 21 I hn ,-436 3 ,-177 3 ,-773 11 ,8-72d,2 05 ,3-/40d,1 3 ,1-646d,2 3 - QtfR@2C Udgtnm06-I3 33gTrdq[@dwA' ydldx[Cdrj s'o[Stknrr[ONQStf' cp[ONQSFf' c> c1 O' f d 0/ o'rrx 9 Bng1 Nrod Bnmt Ifni TR@ L'x5+1/11 IBnl I I ICdrnaN iftl rrdqadq 99 09 4 OL BgdbjdcAx9`^^^^ . L ncdkM I d 9 ONQ SIA'q; Envelope Joint Displacements (Continued) I ntus W91r1 KB X Br1 IBY&I KB Ward 9om1-IB X Qns dlnrnZ-fB YQns 9nmZ-FB 22 M5/ A I ' w -323 11 ,-//0 04 -652 3 0-286d,1 3 2-3/7d,1 11 5-158d,3 12 _ 23 I tin ,-37 3 ,-/17 . 23 ,-575 11 ,,0-1/3d,1 11 ,2-702d,1 3 ,0551d,2 5 24 M50A I ' w -380 11 -/34 11 -667 3 8-17d,2 0/ 2507d,1 11 0-233d,2 11 25 I hn ,-436 3 ,-/64 3 ,-6/4 0/ ,8-72d,2 05 ,3-/40d,1 3 ,1-646d,2 3 26 M51 I ' w -323 11 / 10 -131 05 0-278d,2 3 3-/ 17d,1 11 2-/88d,3 05 27 I Im ,-368 3 ,-/0 17 ,-/28 0/ ,82/4d,3 11 ,3-345d,1 3 ,4-831d,3 0/ 28 M52 I ' w -380 11 -I/ 3 11 4 16 06 6-604d,3 24 3-/25d,1 11 0-884d,2 12 3/ I hn ,-435 3 ,-/00 3 ,-/23 00 ,3-036d,3 05 ,3-38d,1 3 ,1-324d,2 3 30 M53 I ' w -323 11 ,-//2 43 -633 11 0-422d,2 7 3-25d,1 11 0-282d,2 23 31 I hn ,-37 3 ,-/2 23 ,-707 3 ,0-021d,2 03 ,3-667d,1 3 ,0-745d,3 04 32 M54 I ' w -380 11 ,-/11 43 -632 11 1-448d,2 7 3-157d,1 11 0324d,2 2/ 33 I tin ,-436 3 ,-/2 26 ,-720 3 ,1-/3d,2 03 ,3-603d,1 3 ,7-476d,3 12 34 M55 I ' w -425 11 -/07 11 -652 3 0-286d,1 3 2-3/7d,1 11 5-158d,3 12 35 I In, ,-483 3 ,-/36 3 ,-575 11 ,0-1/3d,1 11 ,2-702d,1 3 ,0551d,2 5 36 M56 I ' w -488 11 -/06 11 -667 3 8-17d,2 0/ 2507d,1 11 0-233d,2 11 37 I hn ,-557 3 ,-/35 3 ,-6/4 0/ ,8-72d,2 05 ,3-140d,1 3 ,1-646d,2 3 , 38 M57 I ' w 444 11 -//2 11 -/ 31 05 0-278d,2 3 3-/ 17d,1 11 2-1 88d,3 05 4/ I Im ,-502 3 ,-101 18 ,-/28 0/ ,82/4d,3 11 ,3-345d,1 3 ,4-831d,3 0/ 40 M58 _I ' w -501 11 -1/ 1 11 -/ 16 06 6-604d,3 24 3-1 25d,1 11 0-884d,2 12 41 I hn ,-570 3 ,-/01 18 ,-/23 00 ,3-036d,3 05 ,3-38d,1 3 ,1-324d,2 3 42 M6/ I ' w -54 11 / 03 -633 11 0-422d,2 7 3-25d,1 11 0-282d,2 23 43 I hn ,-512 3 ,-/22 22 ,-707 3 ,0-021d,2 03 ,3-667d,1 3 ,0745d,3 04 44 M60 I ' w -508 11 / 03 -632 11 1-448d,2 7 3-157d,1 11 0324d,2 2/ 45 I tm ,-577 3 ,-/22 22 ,-720 3 ,1-/ 3d,2 03 ,3-603d,1 3 ,7-476d,3 12 46 M61 I ' w -422 0/ -/07 11 0-//7 3 0-285d,1 3 23/7d,1 11 , 4-773d,3 12 47 I hn ,-466 05 ,-/36 3 ,-785 11 ,0-1/1d,1 11 ,2-702d,1 3 ,0518d,2 5 48 M62 I ' w -470 0/ -//2 11 -/5 4 1318d,2 6 3-1 17d,1 11 0-742d,2 06 5/ I tm ,-524 05 ,-/01 18 ,-/41 12 ,1-/81d,2 14 ,3-345d,1 3 ,1-050d,2 00 50 M63 I ' w -463 11 / 03 -661 0/ 2-762d,2 7 3-25d,1 11 0-663d,2 4 51 I tm ,-53 3 ,-/22 22 ,-728 3 ,2360d,2 03 ,3-667d,1 3 ,0-16d,2 12 52 M64 I • w -5/6 11 -/06 11 -721 3 8-168d,2 0/ 2-507d,1 11 0-234d,2 11 53 I hn ,-572 3 ,-/35 3 ,-645 0/ ,8-72d,2 05 ,3-/40d,1 3 ,1-647d,2 3 54 M65 I ' w -512 11 -// 1 11 -/ 18 06 6.603d,3 24 3-/25d,1 11 0-885d,2 12 55 I hn ,-584 3 ,-/01 18 ,-/27 00 ,3-030d,3 05 ,3-38d,1 3 ,1-325d,2 3 - 56 M66 I ' w -504 11 / 03 -626 _11 1-447d,2 7 3-157d,1 11 0324d,2 2/ 57 I hn ,-570 3 ,-/22 22 ,-717 3 ,1-/28d,2 03 ,3-603d,1 3 ,7464d,3 12 58 M7/ I ' w -531 11 -/07 11 -017 3 4-878d,2 05 2-38d,1 11 0-45d,2 00 6/ I tm ,-584 3 , ,-/36 3 , ,-007 11 ,4-412d,2 0/ ,2-8/5d,1 3 ,0-0/3d,2 06 60 M70 I ' w -470 11 / 03 -632 11 0-1/5d,2 1 3-235d,1 11 0557d,2 00 61 I hn ,-525 3 ,-/22 22 ,-710 3 ,0-/23d,2 1/ ,3-658d,1 3 ,05/4d,2 06 62 M71 I ' w / 51 / 51 / 51 / 51 / 51 / 51 63 I hn / 0 / 0 / 0 / 0 I 0 / 0 64 M73 I ' w / 51 / 51 / 51 / 51 / 51 / 51 65 I tm / 0 / 0 / 0 , I 0 l 0 / 0 66 M76 I ' w / 51 / 51 / 51 I 51 / 51 / 51 67 I hn / 0 / 0 / 0 I 0 / 0 / 0 68 M81 I ' w / 51 / 51 / 51 / 51 / 51 / 51 7/ I hn / 0 / 0 / 0 / 0 / 0 / 0 70 M82 I ' w / 3 / 11 / 3 5-213d,4 07 0576d,4 3 0-801d,3 00 71 I tin / 11 / 3 / 11 ,0.5/0d,3 00 ,0-173d,4 11 ,5-872d,4 07 - 72 M35 I ' w / 51 / 51 / 51 / 51 / 51 / 51 73 I hn / 0 / 0 / 0 / 0 / 0 / 0 - QHRa©2C Udg him06-/-3 BgTrdq[c@dwA' ydkjx[Cdrj slo[Stknrr[ON Q Si' q(ONQ Stf' cp-q2c\ Cl f d 00 Bnl o'mc 9 BngiNndBnmtldoi TR@ L'x5+1/11 11RISA Cr� 9 O4O na M l adcl 9 Bg4 doAx9^^^^ ANEMETSCHEKCOMPAM' L ncdkM' I d 9 ONQ SIfl'cp Envelope Joint Displacements (Continued) I nl rs W kt KB X.1I rt KB Y dnl KB W Qns 9nmZ-KB X On. dnmZ-KB Y Orr;9nrnZ-le 74 M36 I ' w / 51 / 51 / 51 / 51 / 51 / 51 75 , I ten / 0 / 0 / 0 / 0 / 0 / 0 76 M37@ I 'w / 51 / 51 / 51 I 51 / 51 / 51 77 I ten / 0 / 0 / 0 / 0 / 0 / 0 78 M38@ I ' w / 51 / 51 / 51 / 51 / 51 / 51 8/ I ten / 0 / 0 / 0 / 0 / 0 / 0 80 M4/ @ I 'w / 06 -/l 1 11 / 17 2-003d,3 17 3-0/4d,1 11 0-206d,3 5 81 I ten / 00 ,-/I5 17 / 10 3-333d,4 10 ,3-450d,1 3 ,0-180d,3 12 82 M40@ I ' w / 51 / 51 / 51 / 51 / 51 / 51 83 I hn / 0 / 0 / 0 / 0 / 0 / 0 84 M41 I ' w / 51 / 51 / 51 / 51 I 51 / 51 85 I ten / 0 / 0 / 0 / 0 / 0 / 0 86 M42 I ' w -320 , 11 -//0 10 / 17 2-003d,3 17 3-0/4d,1 11 0-206d,3 5 87 1 hn ,-368 3 ,-/0 17 / 10 3-333d,4 10 ,3-450d,1 3 ,0-180d,3. 12 88 M43 I ' w / 51 / 51 / 51 / 51 / 51 / 51 0// i hn I 0 / 0 / 0 / 0 / 0 / 0 0/0 M44 I ' w / 51 I 51 / _51 / 51 / 51 I 51 0/1 I ten / 0 / 0 / 0 / 0 / 0 / 0 0/2 M43@ I ' w / 51 / 51 / 51 / 51 / 51 / 51 0/3 I ten / 0 / 0 / 0 I 0 / 0 / 0 0/4 M44@ I 'w / 51 / 51 / 51 / 51 / 51 / 51 0/5 I hn / 0 / 0 I 0 / 0 / 0 / 0 0/6 M45A I 'w / 12 / 1/ / 7 8-853d,4 1 5-523d,4 12 0-45d,3 12 0/7 I ten / 4 / 16 / 03 ,4-726d,4 1/ ,5523d,4 4 ,0-45d,3 4 0/8 M46A I ' w / 12 / 03 / 1/ 838d,4 7 6-/28d,4 12 04/4d,3 06 00/ I ten / 4 / 22 / 1 ,4-2/8d,4 03 ,6-/28d,4 4 ,0-4/4d,3 00 000 M47A I ' w / 06 / 1/ / 1 8-7/8d,4 1 5-523d,4 12 0-433d,3 12 , 001 I ten, / 00 / 16 / 1/ ,4-571d,4 1/ ,5-523d,4 4 ,0-433d,3 4 002 M48A I ' w / 06 / 03 / 03 7-855d,4 7 6-/28d,4 12 0-342d,3 06 003 I ten / 00 / 22 / 7 ,3-674d,4 03 ,6-/28d,4 4 ,0-342d,3 00 004 M5/A I ' w / 51 / 51 / 51 / 51 / 51 / 51 005 I In / 0 / 0 / 0 / 0 / 0 / 0 006 M50A I ' w / 51 / 51 / 51 / 51 / 51 / 51 007 I hn / 0 I 0 / 0 / 0 / 0 / 0 - 008 M51 @ I ' w / 51 / 51 / 51 / 51 / 51 / 51 01/ I ten / 0 I 0 I 0 / 0 / 0 / 0 010 M50 I ' w -380 11 -// 1 11 -/06 10 6-120d,3 27 3-/70d,1 11 1-/71d,2 12 - 011 , I ten ,-435 3 ,-/0 17 ,-/16 2 ,6-278d,4 08 ,3-427d,1 3 ,1 216d,2 3 Envelope Joint Reactions Inters W7a1 KB X71a1 KB Yde1 FB LWde,e# Fe LXde,ei, KB LYde,ffil, KB 0 M4/ I ' w 2-345 06 5-806 27 1-688 03 ,-153 51 -4 07 568 27 1 I hn ,2345 00 1-064 40 ,1-688 7 ,-728 15 ,-4 01 -103 40, 2 M37 I ' w 2-427 06 6-/ 70 21 1-754 1 ,-165 51 -413 05 ,-113 51 3 I ten ,2-427 12 1-115 50 ,1-754 7 ,-768 2/ ,-413 0/ ,-601 20 4 M37@ I 'w 373-586 6 114-167 25 413-272 _14 56-831 06 0/8-122 25 46-320 06 5 I ten,234-514 14 ,76-1/0 06 ,473-342 6 ,047-4/0 00 ,28-4/7 06 ,017-265 00 6 M35 I ' w 638-478 05 14/-750 00 708-112 05 70-604 06 55-517 06 033-301 00 - 7 I ten,8//-353 0/ ,0/7.434 06 ,8/1-/6 0/ ,064-851 00 ,022268 00 ,57-871 06 8 M38@ I ' w 37/-451 6 123-0 22 380-//0 02 46-438 03 006-212 22 40-02 03 - QIfR@2C Udcr Imm06-/-3 334Trdq[4iwA' ydklx[Cdrj sio[SHrnrr[CNQ SFf' cp[ONQ SIf' cp-c c1 0' f d 01 o'nx 9 BngdNrdBnrntIdml TR@ L'x5+1/11 IBnl IIIRISA 8CI tfNtl adq nrlq 99 Og b OL j Bgdbj d nadcAxq"^"^^ +EKcoMPAN, L ncdkV I d 9 ONO Siff q: Envelope Joint Reactions (Continued) Inhrcs Wira1 KB X3a1 KB Y3e1 KB LWde,e1 KB LX Zia,e1 KB LYde,el, KB 0/ I Irn ,321-530 14 ,63-402 03 ,318-561 08 ,052-434 22 ,26-// 1 03 ,020-036 22 00 M38 I ' w 2-427 06 6-/ 70 27 1-754 03 ,-165 51 -413 05 ,-113 51 01 I hn ,2427 00 1-115 40 ,1-754 7 ,-768 15 ,-413 0/ ,-601 15 02 M36 I ' w 6/0-332 05 1375/0 22 736-746 3 51-447 03 3/-165 03 025-052 22 03 I hn,601-224 0/ ,70-037 03 ,621-861 11 ,060-026 22 ,011210 22 ,40-708 03 04 M40 I 'w 2-345 06 5-806 27 1-688 03 ,-153 51 -4 07 -568 27 05 I ITrt ,2-345 00 1-064 40 ,1-688 7 ,-728 15 ,-4 01 -103 40 06 M81 I ' w / 51 / 51 / 51 / 51 / 51 / 51 07 I hn / 0 / 0 / 0 / 0 / 0 / 0 08 M40' I ' w 074-713 11 06-568 4 705-424 0/ 0-782 11 47-6/2 0/ 2-/ 17 08 1/ 11m,051-314 05 ,5-160 12 ,78/-7/6 3 ,25/6 3 ,51-830 05 ,00-/87 01 10 M41 I ' W 2-345 06 5-806 27 1-688 03 ,-153 51 -4 07 -568 27 11 I tin ,2-345 00 1-064 40 ,1-688 7 ,-728 15 ,-4 01 -103 40 12 M43 I ' w 032-1/4 11 321-758 17 62-108 0/ 75-428 11 53-3/6 11 134-316 17 13 1 hn ,22/-68 3 ,002-074 11 ,55-056 05 ,2/3-406 17 ,1074 01 17 ,58-657 11 14 M44 I ' w 173-235 16 30/-484 17 37-476 06 73-146 11 101-0/7 18 56-537 11 15 I fm ,10-86 1/ ,81-074 10 ,54-73 00 ,18/780 17 ,61-800 11 ,124-255 17 16 M5/A I ' w 88-/20 06 031-727 7 0/8-453 03 ,12-644 46 86-161 06 7/-35 4 17 I tm ,88-/20 12 ,58-488 03 ,00/553 7 ,00/-124 16 ,86-161 12 ,7/-35 00 18 M50A I 'w 0/3-650 4 032-162 1 007-/05 1 ,12-820 46 0/2-076 4 66-547 12 2/ I tin,0/3-650 00 ,58-161 1/ ,005-805 1/ ,000-7/ 7 16 ,0/2-076 00 ,66-547 06 20 Sns k9 I ' w0335-043 06 0786-325 18 0718-536 03 21 I Im ,0335-044 00 365-/37 5/ ,0718-538 7 Envelope AISC 15th(360-16):LRFD Steel Code Checks L W -R9 od Bncd Bgdbl Knbdoi KB Rqd'q- Knb3m1 Clq KB ogt)Onto- ogt)Onsdel ogt)L m-oql)--Dpm 0 L 3/@ - -743 14 05 -475 14 05 15410-3- 2102/ 0760-514 0760-G2- 1 L 00 0(e0- -623 45-722 3 4 81 07-/72 3 8101-103 2102/ 0760-514 0760--GO- 2 L 30@0I8)D- -528 13 3 -420 13 2 15410-3- 2102/ 0760-514 0760-G2- 3 L 02 0(8)0- -07/ 05-681 7 4 17 006431 7 8101-103 2102/ 07605140760-GO- 4 L 01 010D- -07/ 05-681 7 -/2/ 006-431 1 8101-103 2102/ 0760-514 0760-GO- 5 L 10 It - -048 00-123 17 -1 15 00-123 x 18 42223-2- 46561 1/035353461-01- 6 L 31 010D- -041 004 2 -077 01-4 00 27065-6 541/4 4637.644637- -- _ 7 L 11 WW2- -041 00-4 17 -/50 10-452 x 00 42024-1- 46561 1/03-535 3461- -01- 8 L 24 IQ - -0/6 00-123 00 -/07 00-123 x 26 42223-2- 46561 1/03-535 3461-G1- 0/ L 25 IQt2- 4 86 00-123 8 4 11 00-123 x 0/ 42223-2- 46561 1/03-535 3461---G1- - 00 L 27 K2 2-- -I 81 00-4 7 -/ 15 00-4 y 4 420244- 46561 1103-535 3461--G1- 01 L 26 K2'I'P- -I 77 00-4 00 -/05 00-4 y 25 420244- 46561 1/03-535 3461-G1- 02 L 03 OIEDD- -/ 51 76 1 -/01 76 1 03805-/- 2102/ 0760-514 0760-0 GO- 03 L oleo- /20 / 0! !00 2/-62 _ 00 186//-3- 2102/ 0760-514 0760-GO- 04 L 15 GRR3- -105 01-52 00 4 04 01-52 y 12 65663-5- 660/2-25 784/-114 784/-GO- 05 L 14 GRR3- -/04 01-52 00 4 04 01-52 y 12 65663-5- 660/2-25 784/-114 784/--Go- QHR@2C Udgtnm064-3 BgTrdq[@dwA' ydlclx[Cdrj slo[SHrnrr[ONQSf1 cp[ONQSIf' cp-cgcl O' fd 02 Project U: 2030U0045 Date: 5/6/2022 Site: Tigard By: APB Capacity Input: N Analysis/Design: Analysis ASD/LRFD: ASD 4/3 Increase N Data Auto Calc Capacity Bolt Properties Nominal Diameter(d) 5/8 inches Steel Grade A307 Threads Excluded? N Yield Strength (Fyb) 36 ksi Ultimate Strength (Fub) 60 ksi Threads/in (n) 11 Gross Area (Agb) 0.307 in2 Net Area (Anb) 0.226 in2 Shear (Ibs) 900.0 Tension (Ibs) 890 Bolt Capacity( 0.625 A307 Bolts) Ult Load/Bolt Capacity U of Bolts Factor Joint Capacity Shear(Ibs) 3129.3 3129.3 1 3129.3 Tension (Ibs) 6074.6 6074.6 1 6074.6 Interaction Check V/cl)Vn 28.8% T/(1)Tn 14.7% n_1.0 10.4% Pass COREONE Core One Consulting Phone: (778) 805 2166 ULTING USA www.coreoneconsulting.com 5 APPENDIX A Design Tables & Resources _ ,_gypak COREONE Core One Consulting USA Phone: (778) 805-2166 r USA www.coreoneconsulting.com ASCE ASCE 7 Hazards Report AMERICAN SOCIETY 01 CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 186.08 ft(NAVD 88) No Address at This Risk Category: II Latitude: 47.708161 Location Soil Class: D -Default(see Longitude: -122.301742 Section 11.4.3) si L imnds a BO M1NI j � r 1a4. • le rrthJl l .1" AibtO V H<'.kt: 1 kk, ssN B,R Uri no pelted ue Wind Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4 Date Accessed: Mon Jun 15 2020 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours.Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. httos://asce7hazardtool.online/ Page 1 of 4 Tue Jun 16 2020 Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: Ss : 1.275 Sol : N/A Si : 0.443 TL : 6 Fa : 1.2 PGA : 0.539 F,, : N/A PGA M : 0.647 SMs : 1.529 FPG, : 1.2 SM, : N/A le : 1 SDs : 1.02 C,, : 1.355 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Jun 15 2020 Date Source: USGS Seismic Design Maps - https://asce7hazardtool.online/ Page 2 of 4 Tue Jun 16 2020 ASCE• AMEHICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Jun 15 2020 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Snow Results: Elevation: Data Source: Date Accessed: Mon Jun 15 2020 In "Case Study"areas, site-specific case studies are required to establish ground snow loads. Extreme local variations in ground snow loads in these areas preclude mapping at this scale. Ground snow load determination for such sites shall be based on an extreme value statistical analysis of data available in the vicinity of the site using a value with a 2 percent annual probability of being exceeded (50-year mean recurrence interval). Site is outside ASCE/SEI 7-16, Table 7.2-5 boundaries. For ground snow loads in this area, see SEAW Snow Load Analysis for Washington, 2nd Ed. (1995). Structural Engineers Association of Washington, Seattle, WA. a Statutory requirements of the Authority Having Jurisdiction are not included. - httos:0asce7hazardtool.online/ Page 3 of 4 Tue Jun 16 2020 ASCE AMERICAN SOCIETY OFCML ENGINEERS The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. 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