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APPROVED BLD2021-1119+Structural_Analysis_or_Calculations+8.12.2021_10.01.18_AM+2353093REVIEWED BY CITY OF EDMONDS BLD 2021-1119 Structural Sketches and Calculations #21-113-01 SMC Edmonds OR6 Light Support 21600 76t" Ave W, Edmonds, WA 98026 for Botesch, Nash & Hall Architects, P.S. August 11, 2021 APPROVED PLANS MUST BE �oRwEN� ON JOB SITE ���� 0 c� �G(,T 21502 G��w 014, Z 1? L �SS10 08/11/2021 RECEIVED Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1201 First Avenue South, Suite 310 1 Seattle, Washington 98134 1 206-402-5156 1 www.lundopsahl.com UND SAHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 www.lundopsahl.com Project SMC Edmonds OR6 Light Support OR6 Surgical Light Location Project No. 21-113-01 Date 08/12/2021 Reference A2.0 Scale NTS S-SK-1.a (2) P1001 CROSS BEAM x a 0 N NOTES (E) CONC JOISTS (E) CONC SLAB a' d 1 /2" 0 HILTI KWIK BOLT TZ2 -a W/ 3 1/4" EMBED DEPTH, TYP _ d P1956 TYP, SEE NOTE 1 a 6 a _ d (4) 1/2" 0 STRUT NUTS AND BOLTS S-SK-1.c 4" G STD PIPE HANGER _j 3/16 PL3/4"x1'-4" x1'-4" MOUNTING PL1/2"x1'-6" x1'-6" FOR SURGICAL LIGHT, CENTERED ON PIPE HANGER 1. USE P1956 ONLY, ANY SUBSTITUTION MUST BE PRE -APPROVED BY ENGINEER. THE P1956 BRACKET IS A HEAVY (1/4") BRACKET WITH FULLY WELDED GUSSET CORNERS. BENT BRACKETS WITH UN -WELDED CORNERS ARE NOT ACCEPTABLE. UND SAHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 www.lundopsahl.com Project SMC Edmonds OR6 Light Support Surgical Light Bracing Connection to (E) Concrete Structure Project No. 21-113-01 Date 08/12/2021 S K-1 ■ b Reference S-SK-1.a Scale NTS STRUT NUTS AND BOLTS PER S-SK-1.b, TYP /— PL PER S-SK-1.b UNISTRUT PER S-SK-1.b N J o U 0'-2" Project SMC Edmonds OR6 Light Support UND Pipe Hanger to P1001 Unistrut Connection 4SIAHL Project No. 21 -1 1 3-01 Date 08/12/2021 1201 First Avenue South, Suite 310 Seattle, Washington 96134 206-402-5156 -lundopsahl.com Reference S-SK-1.b Scale NTS to-SrK-i x Project 51i C. Edh10r�AS Sugj'COLI Lqh+ Sheet l Subject S EA(nlc 8 Q ACZNG UNDCient Val G' � AHL Designer / tom+ www.IundopsahI.00rn I Tel:206.402.5156 De,e, ON CON Ate UrlpN OF SUK-6MCRL (E) STRvc.rtuRE D0u8LE L�zCjt1T PER Page No Project No. Date o/11 1.1: G H-T Tn ARCR w/ Q1;53:&N LXA0$ or W 1 3 it- (PESO) eMAML F-Ron S'CFF ELDATGE FROM STRYKtR CtlMM�NT CAZ`LONS MOMENT L I l -4 f 4- (AS0)NvTZ1VG Mk>c LORDS / JrC- $&0IIv CHROMOPHARE Surgical Lights and Flat Panel Configurations Maximum Weight (lb./kg) Maximum Moment (RAW (N-M) Single light 163/74 676/781 S S ZS M z ` W A O Double Light 273 / 124 117 / 1515 V "0R;�. _ FfNMI:3 = 0 aP s WP (, + 2 nl aP = TAe, w3.6-1 LTGI+T �RTSK CAT 12 ) SOS = I.0 2 6 ( A7Z H PmAao I`zQ F rx T VRE3 RFCPoRr A-rTACH60 Fp ON (1. 0) ( i, oz &) (2.IL3 V),.� I + 2 (y, •5) 33(0 VF—P T = = 0,2 S W FP, uEa-r j 8/11/2021 ATC Hazards by Location ATC Hazards by Location Search Information Port Angeles ° Sequin u Marysville 4 Address: 21600 76th Ave W, Edmonds, WA 98026, USA Whirlr,avUU rett Isl 372 ft Coordinates: 47.8027182,-122.334604 Q Elevation: 372 ft Timestamp: 2021-08-11 T14:32:22.613Z Redmond Seattle ° Hazard Type: Seismic 0 Reference Document: ASCE7-16 Renton Go gle o Risk Category: IV Site Class: D-default Basic Parameters Name Value Description SS 1.282 MCER ground motion (period=0.2s) S1 0.451 MCER ground motion (period=1.Os) SMS 1.538 Site -modified spectral acceleration value SM1 * null Site -modified spectral acceleration value SDS 1.026 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value SDC * null Description Seismic design category Ok �' Map data ©2021 Google https://hazards.atcouncil.org/#/seismic?lat=47.8027182&ing=-l22.334604&address=21600 76th Ave W%2C Edmonds%2C WA 98026%2C USA 1/3 Project S 1�1(� Ed M 0r\A 5 Sheet 2 Subject No. UND Client Project No. 3AHL o I Designer A(, Date 0 / 11 www.lundopsahl.com I Tel:208.402.5156 //{ t-Z6 h T C-! Eo STK Y 0 FLOO2 tO CEZ L= N & MAX 2r -011 c.E=L1 JVG r-1NT5t4 G1N d- @ 9'-6" /OFF . GeLLZNG STRI/C.TU^ pER (E) STRuc.Tu0..AL PLANS = 1S3o 1S'id = COA/C. 50=s Ts z `" v►�r p E +4 `'DEEP w/ 3" 5iA g SFACEo La 3'_Z" oe, TOTAL- KET GHT MAX pTSTAGE FROM GEZ(.2Iv& Fz/VrSH 'Tp (F_) 5MUC ruR F. CONC . To Z S -rS _ ,2t ,oll — TbP or 3" CDMC-. FLovr, .�. _ TOP of C"C. r-orSTS _ bor OF coNf- S0ZSTS Ilse- - - Tf>P of cC-TLtNG► M T Fp, vrer taroRST CAZE. RxN @ 5uPPoR7 = W r k F-p, VERT = Z. 33-# # U Fp, w-z l� = 336 # (SHE.AR) TO (E} STRUCTURE �OTOFconrG. .—, 3 c T S T5 3 ZG' (DowN) M = M + FTI+���� ( �� _ 11�} �`('t + 336# (1,5a'� - 1, 648#-f+ ! 9/ 7.7S (fin owe E SvPrro2r Project �ML Ec�Mon�S Sheet Subject Pay No. UND Client ProgectNo. 3AHL Designer �+ Date www.lundopsahl.com j Tel:206,4512.5156 IDESG N SUPP T TE /i ToT = l Gf i� 5 if -,A (A50) z TR`( Y2t' X IS" SQ. P(-AT&Li M n 1.12 S �� 3 -� 3 0 U. V) Mros C M� >M� OcR o. Q2 G E PL '/2 X i 8'` S Q PG DESIr,/V sueeOXT P r PE MTE)r- = Iq, �-;X-- V -(n (ASo) =2a k-,n vi =1.581 1V w/ Rz iql' t FINA PLPE.: e of K H m I PrPp- snf- eve cAmav 1 6 1 0 1 q1I Ukr;n 4 1ST0 2)4.A K-ih 0.002(o p, 0o6' ou / .,6 S- 9 M EE T Sfia r KEf, Ad-LQwA9L. G oF- . X Ror. I —I✓ xr_s v5E y" 5TD PEP E Project .SM C, ECA ! • ion As S ,--r % (Q � Sheet Sect `,J Page No. UND Client Project ate 3AHL designer �.�. _ Date $� E i www.lundopsahl.com I Tel:206.402.5156 ct4EGVc PsPE.._.ToasT-oN T� Fc.r G wl G r +,z G. 4 rh 3 Fc, ; 0. 6 Fy = 0. 6 ( 35 tu,) x.s; T'. _ 21 ks4 i b• �h _a llG� L s=NcE T�p M m�tx, ror = Zo cG -M c7 k OG{T = o, Ls v v ► �-{ ST4 fT P E DK F6R Tzw. SZ oN n v E Ta M a^„ V/vT Project S/* tL g�MOA1 s UND Client t Client 3AHL Designer jk(c www.lundopsaht.com ! Tel:206.402.5156 O F-S IGN P iP E caN NECT W AI To P L 1�2,c V=336# /hr,r =IQ. e k -(—A O(, HECV, WELD TO PLATF_ zw 5wE'cp - rd X 3.2iA5 ti Fexx = Sheet 5 Page No. Project No. Date 6/1 1 1r<_-MUT/ LONG, oy5T,5 Q 1pp1� I've (Lq N p .5 rRUr 004,Ts 3x G f f / PLAN VTSW 001 5Z-OE BY s= D E W/ Pi ArE Q ErwEEN _ 6" .SQ P L� x 3/4 " T l+,rk Alin _ 0.6 3.2 'n' _ G�.2 k-,� > MTvT. - Z0k--rr) 0 ,` _ Z r V OCHRk PL-ArC- 4 y Mn a.25 1'13 ( 36ks'AlTc r, 20L m 0k • CHEC,k 3�-lXuT 60'-TS Tc% = Mrs + P 414 2 C TAU.u," = 2 k (PER uN=ST 2vT) Project S/'" 1 L Fd MOA d .S Sheet UND Subject Page No Client Project No. 311AHL Desijner A—G Date e/11 www.lundopsahl.com I Tel:206AO2.5196 CNEc Ptoot McMaF-R 0.51 `LI o, $11- y24t 4 �„ IS. 3+� 2* 3511 f4N V=1,3sk mallow - N.4 k -/� > MMTx - 4,-7-2 le- -,Pi A0A 0C2 = 0.(0 vSE i(z) Pioo I To SPAN 4Ae, w- (1E) CONG .ToT-S-US G4ECk EKPANST-ON ANCH02 =NTO (EI CC.INC SOIST FOk RKN 1/ = I , S S k (ASO) VZ `( (i) t/y., O H T t—TL Kwl sc- JJO L.T T z W/ 3 yff " JF,446 Ep V-NTO 3 31tl" 05J;P HoC-�C- 4 5 EF kTLT z VA G F r s LALC- A-T TA>~ H E v v v Y� To vS E 1/2," 0 4 T LTA KYvT. k 8 o t-T MrN W" ED CAE DX-STk-F FRo/vM Wr OF CpNG x o t S T vv/ 3'/4" G M B C- 0 REFLECTED CEILING KEYNOTES (# KEYNOTE 2,0 NEW SUSPENDED ACOUSTICAL TILE CEILING SYSTEM (ACT-1)(8'-0" AFF) 2,1 NEW LENSED 2x4 LIGHT FIXTURE 2,2 NEW SUPPLY DIFFUSER 2.3 EXISTING SPRINKLER HEAD 2.4 EXISTING GWB SOFFIT (6'4" AFF) 2.5 NEW SUSPENDED GWB SYSTEM (q'-0" AFF) 2,6 NEW STRYKER SLX (LED) SINGLE MOUNT, DUAL ARM SURGICAL LIGHT (23" DIA. COVER) 2.7 EXISTING CEILING MEDICAL GAS OUTLETS (2) 02, (1) NITROUS OXIDE, (2) VACUUM 2,8 EXISTING WALL MOUNTED SPRINKLER HEAD -it---mac; �-- _��_ 1L I IL_ --JR --- - - -1-��1 -� -- -- �y - - _::._..-. N%Ad 'T --��- =_j --�r--=-im' r-- -- --i1 - --- ---ih, FLOOR FRAMING —� —i ..-..,... ==r1Jr - ABOVE OR 64 FOR - -.JL- ✓22JL_ t t -- - -1 .... - - --�--- -��- 7--'-' --_- --' ----' r- SURGICAL LIGHT 6" JL =�, _--- --- MOUNTING _JLL_ -_ .JL--- -jL--- - _J -- -- --_j n -7� --IL- __JI--_ ! L_- J - tL_ N2- J� JL- REMOVE P .. j, - J CURB,CLEAN _JL— _JLcn _— -! — -_. J YERz9ARS"o,± 6KIs7i6" WAL JL 23 JL--- 1 - - - J ---- --J l - --J CT/ --jr- _ r---T ; r-- --� ------ i .i _J jag---1 1J3d. -� - i - -- ~ O f2, J ✓26- =' -- - -- IL---= ---J L- --= J -- -jr_- IJZ r - --if--- —_-� -- - Zn ROOFEL.379V4 Tx�Jt J� - JL EXISTING JOISTS IN CEILING ABOVE SURGICAL LIGHT = 1J30 GONCRET6 A 807T0M B.4" 86NT BARS I 'TOP .BARS - ERR �, I W D �NO '/z[ TrP NO 3/Z� TYPEI, NO S/zE 7}'PE I.00AT/Onl ��I :=T3� _ _. 4 1 9 C r-- i l t 8 F 2 9 K• Kd r i i - n-- T � 7 1/2" 14" DEEP WITH 3" CONC SLAB ON TOP Hilti PROFIS Engineering 3.0.71 www.hilti.com Company: Page: 1 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete -Aug 11, 2021 Date: 8/11/2021 Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] 8r Loading [lb, in.Ib] Kwik Bolt TZ2 - CS 1/2 (3 1/4) 2210255 KB-TZ2 1 /2x4 1 /2 hef = 3.250 in., hnam = 3.750 in. Carbon Steel ESR-4266 3/1/2021 1 12/1/2021 Design Method ACI 318 / AC193 SAFE---�ET cracked concrete, 2500, f� = 2,500 psi; h = 7.500 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no y Q- Y V` "14 so X Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 0 Hilti PROFIS Engineering 3.0.71 www.hilti.com Company: Page: 2 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Aug 11, 2021 Date: 8/11/2021 Fastening point: 1.1 Design results Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%] 1 ANCHOR Q Ih Family l %K Kwik Bolt N� ' T22 Type Kwik NaH T22-CS Nw Size ® 1,2 t r Bsn ® AncM1or liem P 221025 KB-=112n4 12 Fmbeem�.n tlepth h_et tnr°ur * n Combination 1 T2[/� J N° Name 0 1 Cambinausnl N = 0; Vx = 1,350; Vy = 0; M% = 0; My = 0; MZ = 0; 4 --__ f-1,450. no 67 Kni Ba�1Z1-61/23JLn Id % -j ANCHOR LOADS Ancbar NRb) Vs ON VV(Ib) I�1 0 1,350 0 L' ANCHOR DESIGN Teas (� Concrete breakout 01% V Cgmbina S Hiltl Adaptive T,,—IAII I System can -used to safely aM protlucM1celY sPPl�y the cgnec[tarque o tbthis aaenor. S This anchor yen be i - h.11 a wmn Ran vaeggm 6—nel Iqw ain Type FOrfL'3 Pb] Mgmenm [,.-lb] Ilefiation V blt system which aummatirally cleans tl,e borehole while Mill, } � Vz Vy N Ma My Yz T 5 C Mu 07% Wan[ to know how much anchor _ mortar you _ to ord- Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Hilti PROFIS Engineering 3.0.71 www.hilti.com Company: Address: Phone I Fax: Design: Concrete -Aug 11, 2021 Fastening point: Page: Specifier: E-Mail: Date: 3 8/11/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PN / Pv N Status Tension - - / N/A Shear Concrete edge failure in direction x+ 1,350 2,015 467 67 OK Loading PN Pv Utilization PN,V N Status Combined tension and shear loads N/A 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Hilti PROFIS Engineering 3.0.71 www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Aug 11, 2021 Date: 8/11/2021 Fastening point: 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan